Given a simple span of 100 ft.
Assume DC = 1 k/ft
Assume DW = 0.3 k/ft
Compute the following assuming HL93 loading is the live load.Draw loading diagrams so I can see the placement of your loads forALL cases considered.
Strength 1 Limit State Reaction @ abutment for DL and LLforces
Strength 1 Limit State Shear @ ¼ point for DL and LLforces
Service III Bending moment at midspan