Due Problem 1-A Beam A steel framed noor for an office building was designed as shown in the figures on the following page. Complete items A), B), and C) below and save/submit your visual analysis file in Moodle. Ignoring any available live load reduction, the loads are as follows: Loads: Live load = 50 psf Dend loads: Concrete - 150 #/ft. Steel decking = 5 psf Mechanical equipment = 10 psf Suspended ceiling 5 psf A) In the space below, draw a loading diagram of beam B-2, clearly showing the support types, applied loads labelled including their ASCE 7-10 load effect name, and dimensions. W = 30 (2) =600 Plf 'D =(420) + (2).840 PLA w 2 Vmas B) Print out strength level (LRFD) shear force V. and bending moment M. diagrams for beam B-2. Be sure to indicate the controlling LRFD load combination for shear and bending strength design of this beam. Give values for the maximum shear force and bending moment in the beam: + 14 d kips Mmax - 81.49 K. A Controlling Load Combination: 1.20+ 1.61 +2bit.55 C) Determine the maximum deflection in the beam consider dead load only and a combination of dead and live loads. a Ap = -2.229 in 3.74314 ADEL