jammer3425

400 mm is not column its wall dimension

here is a sample of geo-technical report to make you awake All_Image Referencing_Zoning Bylaw Amendment Application_Image Reference_Geotechnical Study - Slope Stability Study D02-02-11-0023.PDF

does anyone have pdf or any other format of ontario building code 2006. assist me please in the design of strands using this code ?

what is the purpose of assigning diaphragm b4 running analysis of concrete structure in ETABS and what type of diaphragm is required to be assigned to the structure as it shows us two types rigid and semi rigid. what role does these factors governs or play in the design of the structure?

never mind sir infact thanx alot sir may many and many people join in and get alot of benefits by sharing the knowledge as sharing knowledge increases the knowledge as you ppl are doing so alot of prayers and praises

first question is what is the purpose of long term deflection multiplier in safe software? 2. why do we give self weight multiplier while defining laod cases in ETABS?

thanx roomi

thanx Sir Rana and sir makzumi

knw me not just allow me to make you knw me for that reason I am here and I am here for a serious business. The businee and cause is so serious that it took me two years to understand that and finally i understood and asking once again to sir makhzumi wot i asked two years ago sir jee rub da wasta eh hun tay designing seekha do now welcome me sir lolz sohaib 3425