2016年12月23日 · Probably not. But wind loads are not that big, plus the design cases (90 mph) are very unlikely to ever occur in the worst direction. Add to that the combination of full LL, …

2004年7月29日 · I have a beam spanning 9m and connected to column at each end by simple connection. I also have a wind column at 4.5 m to take girt, in between these columns and I …

2008年2月27日 · As suggested by OzEng80 forming a horizontal wind truss by bracing etc at the ceiling plane could be the best option. Using a wind beam spanning 8m with a sensible …

2011年3月4日 · May I ask if my wind load calculation for single W shape beam (54 ft span), 40 feet up in air laying upright is correct? I have velocity pressure of 21.00 psf the beam is a W …

2017年4月13日 · Yes - wind pressure both internal and external would be required on a beam that supports an exterior roof. Load combinations are given in the building codes that include some …

2015年3月23日 · I am new to commercial building design and have a quick (but several :) )questions on how you design the storefront beams. Say my building is one story 20 ft tall (roof …

2012年7月5日 · These studs are bypassing the PEMB system, being connected to a wind beam @ EL 15.17'. My question is in regards to both the design of the stud as well as the design of …

2009年8月12日 · Don't forget to check the interaction of the axial load with the bending of the wind load. Then I figure out the maximum tension in the bond beam at the top of the wall: …

2011年4月6日 · The wind has exposure C with 85 mph wind. Based on the ASCE tables, the down wind load is 7 psf and the upward wind is 32 psf. I am getting a high uplift at the end …

2011年3月17日 · The following is an excellent ref. on wind on open frame structures, pipe racks, access, vessels etc. It is very very practical: "Wind Loads and Anchor Bolt Design for …