Determine the Reactions of each beam. Show the Distributed Load Resultant magnitude and location on the loading diagram. Each Problem is 6 pts. 1) 40 Ib/t K ,60 lb/ft 3'- 10 ft

A bridge girder AB on a simple span of length L = 30 m supports a distributed load of maximum intensity q at mid-span and minimum intensity q/2 at supports A and B that indudes the weight of the girder (see figure). 450 mm 32 mm B 30 m 16 mm- 1800 mm 32 mm 450 mm The girder is constructed of three plates welded to form the cross section shown. Determine the maximum permissible load q (in kN/m) based upon the following. (a) solely based on an allowable bending stress aallow = 110 MPa kN/m (b) solely based on an allowable shear stress tallow = 50 MPa kN/m (c) accounting for both an allowable bending stress ollow and an allowable shear stress Tallow kN/m

Need all accurate solution

A square bar carries a series of loads as shown in Figure P1-47. Compute the stress in each segment of the bar. All loads act along the central axis of 1-47. the bar.