British colonizers extracted US $64.82 trillion from Bharat in the period 1765 to 1900: New Report 4 0 replies
Subhas Chandra Bose’s grand nephew recalls PM Modi’s efforts in honouring Netaji’s legacy 2 0 replies
Halal certification forcing price rise, Jamiat Ulama-i-Hind earning crores on non-food items: Centre supports Yogi-led UP govt’s decision on banning Halal-certified items in Supreme Court 2 0 replies
Gujarat State Road Transport Corporation cancels bus halt licences of 27 Muslim-owned hotels which took the licences using Hindu names 3 0 replies
छत्तीसगढ़ सरकार सब कुछ करने को तैयार, फिर भी ईसाइयों के कब्रिस्तान में पादरी रहे पिता को दफन नहीं कर रहा बेटा: अपनी जिद में सुप्रीम कोर्ट पहुँचा, 15 दिन से मुर्दाघर में पड़ा है शव 2 0 replies
बरेली में लव जिहाद का मामला:ई-रिक्शा चालक ने युवती को नशीला पदार्थ देकर की जबरन शादी, धर्म बदलने का दबाव 4 0 replies
Neutral expert upholds Bharat’s stand on Indus Water Treaty: How Kishanganga and Ratle hydroelectric projects rattled Pakistan 2 0 replies
Question about wind load calculations How do you calculate the final wind load when given these parameters? (Canada) - building importance factor: post disaster, lw=1.25(ULS) and lw=0.75(SLS) - q50=0.58 kpa - Terrain type: open - Design wind pressure: +/-0.92 kpa(ULS), +/- 0.55kpa (SLS) Our subcontractor is saying the resultant load is 40psf, and therefore the specified fencing is no good, it’s with the engineers for review I’m just a busy bee at the GC, but I’m trying to understand how they’re getting 40psf. Are they adding the q50 loading to the ULS loading and... 2 5 replies