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Will and Mango from Part-Time Genius explore the subject of rudeness — why it's dangerous to our health and why we can't stop thinking about it. Advertisement Someone cuts you off ...Headed stud vs. deformed bar as an anchor. On the left is a headed stud that we can say is governed by concrete tension breakout. On the right is a deformed rebar with an embedded length equal to ld per 25.4.2.3 of ACI 318-14. Let's say I wanted to design an anchor for a wall.Ayurveda. Unani. Homeopathy. Cowpathy. You’ve heard of ayurveda, the traditional Indian medical science. So have you about Unani, the Perso-Arabic healing science. Then there is ho...(RTTNews) - Himax Technologies, Inc. (HIMX) reported that its second quarter profit to stockholders declined to $70.64 million from $108.89 millio... (RTTNews) - Himax Technologies...My preferred method is to use 3 celas elements for each bolt (2 shears and a tension), and use Huth to obtain the stiffnesses for the FE. The saving grace is that even when you use one of the methods above, in the great scheme of things it makes little difference. RE: Extracting bolt loads from cbush elements. … Storage tank engineering. (6881 members) forum1452 - Professional forum and technical support for engineers for Storage tank engineering. Includes problem solving collaboration tools. Search. In B31.3, there is reference to hardness testing in accordance with 333.1.7., see below. 331.1.7 Hardness Tests. Hardness tests of production. welds and of hot bent and hot formed piping are. intended to verify satisfactory heat treatment. The hardness. limit applies to the weld and to the heat affected.The answer can be found in a textbook or your lecture notes from school. Shear design formulas in EC2 are based on strut-and-tie models, and when the distance of the critical section is "d" or less than that, a large part of the shear is transferred by arch action (a compression strut) directly to the support.Mar 22, 2023 · From reading XR250s posts I think this is how he approaches it as well. 3. YoungGunner (Structural) 23 Mar 23 15:22. Having worked in residential for 7 years now, I have a few thoughts on the matter: First off, the IRC already shows questionable engineering compared to our "big boy" design standards/codes. Existing 2 storey 40+ yr old house all walls as 4" brick exterior with 4" block backup, with bond bricks turned every 7th course. I believe that this is considered as an 8" masonry bearing wall...not 4" load bearing block with 4" veneer. The building depts around are extremely quick to call out 'brick veneer' can't be used for connecting or ...Ayurveda. Unani. Homeopathy. Cowpathy. You’ve heard of ayurveda, the traditional Indian medical science. So have you about Unani, the Perso-Arabic healing science. Then there is ho...Indian women are more educated than they have ever been. Yet, the latest figures show that fewer of them are working. Indian women are more educated than they have ever been. Yet, ... Bridge engineering. (7015 members) forum607 - Professional forum and technical support for engineers for Bridge engineering. Includes problem solving collaboration tools. Search. You mean we can directly draw a cantilever beam with one end attached to a beam or column while the other end attached to nothing? The beam end is default to be fixed or pinned? slickdeals (Structural) 4 Nov 08 08:11. In ETABS, things are fixed by default unless specified explicitly to be pinned.Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action. Close. Reply To This Thread Posting in the Eng-Tips forums is a member-only feature. Click Here to join Eng-Tips and talk with other members! Already a Member? Login.MotorCity (Structural) 16 Sep 04 09:48. KarlIt, I would suggest consulting the goal manufacturer to obtain the design loads. The support system will vary among models and manufacturers. This type of loading is not governed by any particular code as it is not a building or structure. That has been my approach for the gymnasium designs in the ...Pats' Pub *. Translation Assistance for Engineers. * Invite-Only Groups that are publicly listed allow you to browse the Group, but you must apply for Group membership before participating in it. Eng-Tips engineering forums is an intelligent work forum community for engineering professionals of all disciplines. Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search Of All Posts, And More... Register now while it ... At the moment we have 870525 registered users, who have published 99622 materials and shared 554052 comments. Englishtips.org was launched in 2005. In the last 24 hours …As we lose the stable structure we’re used to, many of us are now experiencing symptoms of burnout. How can we overcome it? Humans are creatures of habit. We function best and feel... Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for ASME (mechanical) Code Issues. Includes problem solving collaboration tools. When you think about shared micromobility, Veo isn’t exactly the first company that comes to mind. It’s not as widespread as competitors like Voi, Tier and Lime, and it hasn’t rais...Section 9 (of the 14th edition manual) has a section on coped beam strength. But, it does't talk about the detailing of that cope at all (i.e. rounded vs square). It also has a section on Copes, Blocks and Cuts which talks about the preferred method of sequencing the coping cuts. But, it doesn't talk much about … Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search Of All Posts, And More... Register now while it ... Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for Computers and Structures: SAFE. Includes problem solving collaboration tools. Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search Of All Posts, And More... Register now while it ... See thread507-434895: Tension Field Action - End panels in Old Codes. BA. rb1957 (Aerospace) 7 Sep 20 22:16. the author makes the point that the end bays usually don't have the stiffener at the extreme end of the beam, and so the web cannot develop the shear buckles. In the example R13 posted these end panels aren't doing anything to react the ...JStephen (Mechanical) 13 Feb 17 15:46. If you don't find anything specific to this situation-. Treat the flange as a triangular wedge spreading out at 45 degrees each side from the bolt hole and checking bending at the web. For a one-off design, it may be cheaper to weld a stiffener in than to show it isn't needed.At the moment we have 870525 registered users, who have published 99622 materials and shared 554052 comments. Englishtips.org was launched in 2005. In the last 24 hours …To Remove or insert a Spacer or Blind you first depressurize the System, Then make it Safe. Then you remove all the Bolts on One (1) side of the Flange set. Then you "Jack" the Flanges apart using the built-In Jack Screws (in the Flanges) or with Flange Spreaders (Look it up). Now with the Flanges spread …Professional Ethics in engineering. (12071 members) forum765 - Professional forum and technical support for engineers for Professional Ethics in engineering. Includes problem solving collaboration tools. Forum. Search. FAQs. Links. MVPs.1) Perforated. There are code restrictions on why you can use this. It is generally less expensive than the FTAO (Force Transfer Around Openings) method because it does not require you to use straps around all the openings. 2) FTAO: To me, this method is merely a "rational" method.Deflections under seismic loading - Part 2. It's my understanding that 4.1.8.11.3) d) v) allows us to use a larger period specifically to check seismic deflections. This means I'll have a different base shear than my regular elastic analysis, so I always run a distinct case anyways.GEE8B (Structural) 29 Apr 23 08:33. Dead load is always downward (direction of gravity). Wind load can be upward or downward (suction/pressure). Wind forces away from the surface are (-). Wind forces towards the surface are (+). So the “W” in 0.6D+W can be negative or positive. Pressure and suction values are typically per ASCE7, and it is ...China and Europe remain the most important electric vehicle markets. Electric vehicles (EVs for short) are no longer just cool toys reserved for wealthy futurists. They are becomin...Chemical process engineering. (26899 members) forum798 - Professional forum and technical support for engineers for Chemical process engineering. Includes problem solving collaboration tools. Forum.LIVERPOOL, England (AP) — Liverpool was denied a last-minute penalty after fighting back to draw 1-1 with Manchester City on Sunday in the final Premier League …hybrid steel/CLT structure. I'm looking to get a better understanding of using CLT deck with gyp concrete topping, supported by steel beams and columns for a five story institutional building. Specifically, what to pay attention to when using the CLT as a floor diaphragm sending lateral forces to concrete shear walls or braced frames for the LFRS.*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting Guidelines. Promoting, selling, recruiting, coursework and thesis posting is forbidden. Students Click Here. Eng-Tips Posting Policies Contact US. Home > Forum Areas Geotechnical Engineers Area. Only the top forums under each heading is …*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting Guidelines. Promoting, selling, recruiting, coursework and thesis posting is forbidden. Students Click Here. Eng-Tips Posting Policies Contact US. Home; Forums; Structural Engineers; Activities; Welding, Bonding & Fastener …Will and Mango from Part-Time Genius explore the subject of rudeness — why it's dangerous to our health and why we can't stop thinking about it. Advertisement Someone cuts you off ...Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for ASME (mechanical) Code Issues. Includes problem solving collaboration tools.The current ASME VIII require you to obtain U stamp certification from the ASME Board. They will issue to you, based on extensive testing of your design and fabrication capability, experience and understanding of the current ASME code requirements. No specific PD 5500 requirements. Please note that this month is …Student Engineer General Discussion. (4380 members) forum1630 - Professional forum and technical support for engineers for Student Engineer General Discussion. Includes problem solving collaboration tools. Forum.Actuators are Rotork, valves are a well-known Western manufacturer. One of the actuators is sized at 100% of predicted valve operating torque. To me this instinctively feels incorrect - I made a few calls to friends elsewhere who both suggested actuators are normally capable of 150% - 200% of valve rated torque, …We are designing two building and we have two close columns in between so we are going to design these two columns on one pile cap with one pile. (2columns are 200 kips and 100 kips, clay soil, end bearing 4000 psi, skin friction ignored, Pile Diameter shaft is 3.3ft,bell is 10ft) we can not make it two piles …Hosting a wine tasting can be a truly memorable experience. Learn how to host a wine tasting. Advertisement Nothing contributes more significantly to your wine experience than tast...Pre-calculatoin of torispherical heads acc. to ASME BPVC VIII Div.2 2023 (4.3.6.1) leads to a thinner wall than a simple cylindrical shell (4.3.3.1). Also, theAyurveda. Unani. Homeopathy. Cowpathy. You’ve heard of ayurveda, the traditional Indian medical science. So have you about Unani, the Perso-Arabic healing science. Then there is ho...Joel - I tried to configure (imagine) a non-prestressed concrete tank that had H^2 / Dt > 50. Hard to do. For both the considerations of the combined shear + flexural demand at the base, and shrinkage, tall non-prestressed concrete tanks are uncommon, and I certainly would try to persuade you toward either steel or prestressed (DYK / DN) Type …Storage tank engineering. (6881 members) forum1452 - Professional forum and technical support for engineers for Storage tank engineering. Includes problem solving collaboration tools. Search.Just one little thing to type or bookmark, and you'll have a fresh document in front of you. “I’m always doing some terrible workaround to try to get to Docs quickly,” our Senior T...Fluid Power engineering. (8474 members) forum1083 - This group is to allow those who use hydraulics and/or pneumatics to exchange ideas and information that will assist in their proper use and that the discussions will illustrate the need for and promote interest in gaining appropriate certification. Forum. Search.The new search is useless, but hopefully the features of the legacy search will be reinstated soon. CWB1 (Mechanical) 28 Jan 24 16:22. I usually have better luck applying search codes like "site:eng-tips.com" in a commercial search engine like google, duckduckgo, etc rather than version of those same engines that are on the websites … Pats' Pub *. Translation Assistance for Engineers. * Invite-Only Groups that are publicly listed allow you to browse the Group, but you must apply for Group membership before participating in it. Eng-Tips engineering forums is an intelligent work forum community for engineering professionals of all disciplines. Start with the loaded front wheel loads. The 8000 pounds is presumably the lift capacity and not the total loaded weight. Looking at the contact patch on the loaded front tires will give you a sense of the local punching and beam shear demand-to-capacity ratios.Deflections under seismic loading - Part 2. It's my understanding that 4.1.8.11.3) d) v) allows us to use a larger period specifically to check seismic deflections. This means I'll have a different base shear than my regular elastic analysis, so I always run a distinct case anyways.Men's Health offers eighteen tricks that make a body feel better, like how to clear a stuffed nose or make an injection hurt less. Men's Health offers eighteen tricks that make a b...Water treatment & distribution. (21029 members) forum164 - Professional forum and technical support for engineers for Water treatment & distribution. Includes problem solving collaboration tools. Forum.Product Guide Directory. Learn About Each of Eng-Tips' Industrial & Technology Marketing Solutions. 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Search.Although not directly applicable for stacks TIA/EIA-222 'Structural Standards For Steel Antenna Towers And Supporting Structures' states "Initial tension in the guys, for design purposes, is normally 10 percent of the published breaking strength of the strand with upper and lower limits of 15 and 8 percent …Eng-Tips Forums is an English-language knowledge market website that allows users to post engineering-related questions to be answered and answer questions asked by other …To Remove or insert a Spacer or Blind you first depressurize the System, Then make it Safe. Then you remove all the Bolts on One (1) side of the Flange set. Then you "Jack" the Flanges apart using the built-In Jack Screws (in the Flanges) or with Flange Spreaders (Look it up). Now with the Flanges spread …May 29, 2023 · Apartment Building Collapse46. "A six-story apartment complex partially collapsed Sunday evening in the city of Davenport, Iowa, authorities said. It was not immediately clear if there were any fatalities or how many people may be missing or trapped in the building. Davenport Mayor Mike Matsen said there were "several people unaccounted for ... Financial planners explain how to balance stocks and bonds in your 401(k). Your age plays a major factor. By clicking "TRY IT", I agree to receive newsletters and promotions from M... Pats' Pub *. Translation Assistance for Engineers. * Invite-Only Groups that are publicly listed allow you to browse the Group, but you must apply for Group membership before participating in it. Eng-Tips engineering forums is an intelligent work forum community for engineering professionals of all disciplines. Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search …Ayurveda. Unani. Homeopathy. Cowpathy. You’ve heard of ayurveda, the traditional Indian medical science. So have you about Unani, the Perso-Arabic healing science. Then there is ho...The following are some parameters that affect how pinned versus fixed a base plate is. Plate thickness-Really thin plates resist very little rotation whereas thicker plates do aid in resisting rotation. Thin plates flex. Anchor Bolt Location-Bolts close to the center of your section tend to act more pinned.As a foundry engineer in a Aluminnum foundry we fight this with customers all the time. #1- Aluminum has roughly 1/2 the Brinell of iron ( hardness) thiss means if you used 6 - 3/8X16 x 1 bolts on a iron part you better look at. using 10 1/2 x 13 x 1.5 in aluminum. We also push Heli coils.Nigeria’s broadcast regulator, the National Broadcasting Commission, has ordered all broadcasting stations in the country to suspend their use of Twitter. The directive was issued ... Bridge engineering. (7015 members) forum607 - Professional forum and technical support for engineers for Bridge engineering. Includes problem solving collaboration tools. Search. The first one is applying point load on the flange and the Beff that can be used for capacity calculation. Mu = P x a. S = beff x t^2 / 6. Mc = phi x fy x S. Second image is the scenario with stiffener added. How do we calculate the capacity for such cases? Thanks.I want to summarize as follows: Rule 1) The direction of the coordinate axis should align with the direction from "Grid A to Grid B" of the bush element. Rule 2) The "positive" direction of your coordinate system …Its total height is 140 mm, where height of steel deck is 60 mm and height of concrete above slabs is 80 mm, so I've put that both membrane and bending thicknesses are 140mm = 0,14m. As a material I've chosen concrete C30/37 defined in Materials (I'll attach my model in SAP2000 at the end of the post). This concrete's Weight per Unit Volume is ...U.S. stocks traded higher this morning, with the Dow Jones gaining more than 100 points on Friday. The Dow traded up 0.41% to 33,473.16 while the... U.S. stocks traded higher this...Professional Ethics in engineering. (12071 members) forum765 - Professional forum and technical support for engineers for Professional Ethics in engineering. Includes problem solving collaboration tools. Forum. Search. FAQs. Links. MVPs. Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for ASME (mechanical) Code Issues. Includes problem solving collaboration tools. From raising minimum wages to "staple green cards." The allocation of H-1B visas is very inefficient, with the lottery system being used in the years with the greatest visa demand—...U.S. stocks traded higher this morning, with the Dow Jones gaining more than 100 points on Friday. The Dow traded up 0.41% to 33,473.16 while the... U.S. stocks traded higher this...Efficiency (measured in stiffness or strength per unit of weight) is not highest with compact sections - it is actually quite the opposite. Class 3 sections, for example, rarely require transverse or longitudinal stiffeners, but the larger web depth acquired with them far offsets any issues relating to elastic section capacity or local buckling.Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search …May 1, 2017 · Fluid Power engineering. (8465 members) forum1083 - This group is to allow those who use hydraulics and/or pneumatics to exchange ideas and information that will assist in their proper use and that the discussions will illustrate the need for and promote interest in gaining appropriate certification. Forum. Search. Mar 2, 2021 · Collaborate with other engineers! Their input will help you overcome mental hurdles and refine your designs. Plus, brainstorming with others is an excellent way to uncover innovative solutions to long-standing engineering issues. A great online resource is eng-tips.com. #13 Over-communicate Stay connected with all the key players in a project. Indian women are more educated than they have ever been. Yet, the latest figures show that fewer of them are working. Indian women are more educated than they have ever been. Yet, ...Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for ASME (mechanical) Code Issues. Includes problem solving collaboration tools.Join Eng-Tips ® Today! Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Here's Why Members Love Eng-Tips Forums: Talk To Other Members; Notification Of Responses To Questions; Favorite Forums One Click Access; Keyword Search …smokiibear (Civil/Environmental) (OP) 10 Jan 20 17:08. I'm refering to the specific wording in 7-16, chp 28. Also, I have two structures that will combine to make 1. When the roof is off, I have walls with no roof, and I have a roof with no walls. The roof will slide to another structure without walls, just columns.. Professional Ethics in engineering. (12071 members) forum765 - Pats' Pub *. Translation Assistance for Engineers. * In Deflections under seismic loading - Part 2. It's my understanding that 4.1.8.11.3) d) v) allows us to use a larger period specifically to check seismic deflections. This means I'll have a different base shear than my regular elastic analysis, so I always run a distinct case anyways.The following are some parameters that affect how pinned versus fixed a base plate is. Plate thickness-Really thin plates resist very little rotation whereas thicker plates do aid in resisting rotation. Thin plates flex. Anchor Bolt Location-Bolts close to the center of your section tend to act more pinned. Bolt assembly stress vs. allowable stress. When assembli My 1937 copy of Trautwines Civil Engineers Reference Book gives: "Normal reinforcing steel ultimate strength of between 50,000 - 70,000 lbs per sq in with elastic limit (yield) at 25,000 - 35,000 lbs per sq in. Cold working the bars will raise the elastic limit to 40,000 - 50,000 lbs per sq in. Deformed bars have a higher elastic limit claimed ...Click Here to join Eng-Tips and talk with other members! Already a Member? Login. Professional forum and technical support for engineers for Computers and Structures: SAFE. Includes problem solving collaboration tools. Join Eng-Tips ® Today! Join your peers on the In...

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