(20%) Problem 6 (Pro 8.24 Textbook modified): Design SB1 assuming A36 steel. Maximum depth is restricted to 16 inches nominal. ADL+LL L/240 for SB1 For A36 steel: F. 22 ksi, Fv

= 14.5 ksi, E= 29,000 ksi 5 8⁰ FTT 195 F BI 22 TA It FRAMING PLAN #H 4" CONCRETE SLAB METAL DEAM DI SECTION A-A 8.95k 12.55k 12.55K 10.41k -1.2k -10.41k 8.95k (Beam B1 react. Incl. beam wt.) 00= 0.3 k/ft SB1 beam loading details 112.55k V -12.55k Mmax-95.6k-ft. 'M'