im trying to use the new staad 2006... im using a beam 30ft wide.. uni DL 6k/ft ...uni LL 2k/ft... i selected a randomn section... im using Code AISC Unified method LRFD... when i put select all and code check all it only shows what section passes but how do i show that the section that i...
I AM TRYING TO MAKE A PROGRAM IN STAAD WITH A 30FT COLUMN. BRACING Y-Y 1/3 PTS. PINNED AT BOTH ENDS. WITH A DEAD LOAD AND LIVE LOAD. CAN SOMEONE HELP ME HOW TO PUT CODES IN FOR THE 1/3 OF THE LENGTH BRACING AND THE LOADS. SHOULD IT BE A JOINT JOAD AT THE TOP? OR A CONCENTRATED LOAD THROUGHOUT?
i am designing a problem that is laterally supported only at the ends. is 30 ft long. has a uniform live load = -6 k/ft. a uniform dead load = -2 k/ft. left is pinned, right is roller. and the live load deflection cant exceed L/360. it is a992 steel. and i have to select a W-shape. can someone...
