Problem 6 a Using the AISC Manual, select a frame beam connection for a W33 x 130 beam connected to the flange of a W36 x 150 column with a dead load service reaction of 45 kips, and a live load service reaction of 65 kips. The bolts are to be 7/8-in A325-N in standard size holes, and the steel is A36 web angles are to be welded with E70 electrodes(Weld A in the manual) and are to be field connected to the beam with 34-in A325-N bolts. Use A992 for the W shapes. Problem 6 a Using the AISC Manual, select a frame beam connection for a W33 x 130 beam connected to the flange of a W36 x 150 column with a dead load service reaction of 45 kips, and a live load service reaction of 65 kips. The bolts are to be 7/8-in A325-N in standard size holes, and the steel is A36 web angles are to be welded with E70 electrodes(Weld A in the manual) and are to be field connected to the beam with 34-in A325-N bolts. Use A992 for the W shapes