CM $331,$ STEEL CONSTRUCTION $($Load Combinations LRFD$,$ ASD$)$

HW$7-1$

Find the Following:

Controlling load combination, factored load, and required nominal strength, using Load and Resistance Factor Design $($LRFD$)$

Controlling load combination, service load strength and required nominal strength, using the Allowable Strength Design $($ASD$)$

Given:

Dead Load $=350KN$

Live Load $=210$ KN

Roof Live Load $=85KN$