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?
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STAAD COLUMN BRACING
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