Extracted text: SITUATION 1 Shown below is a floor plan of an office, balcony and storage at the second floor level of a commercial building. Refer to NSCP 2015 for the values of minimum live loads. Determine the live load intensity and load condition to be applied on each members (B1,B2,B3,G1,G2,G3,G4,G5 & G6). Determine also the internal shear and internal moment at the midspan of the girder G2. (Assume simple supports) A (В 13 m 6 m 7 m G1 1) LIGHT STORAGE B2 OFFICE B1 LIGHT STORAGE OFFICE G2 2. BALCONY G3 3 FLOOR PLAN 4 m 5m G5 B3 93