The figure shows a horizontal steel bar of thickness h loaded in steady tension and welded to a vertical support. Find the load Fthat will cause an allowable shear stress, Tallow, in the throats of the welds. # h b = 51 mm, d = 49 mm, h = 4.7mm, and Tallow = 140 MPa The load F that will cause an allowable shear stress in the throats of the welds is kN.

A 3/4-in. horizontal steel bar loaded at constant tension and welded to a vertical support is shown in the figure. Determine the force F if the weld is E6013

(9) Find the maximum shear stress in the throat of the weld metal in the figure. / 5.44 kpsi) E = 5000 lbf 1. le in 8 in I in + 4 I in ↓ in 2 in

A beam is supported and loaded as shown in the figure. Data: L = 1000 mm, c = 300 mm, f = 100 mm, D = 100 mm, d = 80 mm. The beam consists of different parts that are welded, and the fillet weld size a is 4 mm. The load q is 2 kN/m, and P = 10 kN. Calculate the maximum stress in the welds.