The cantilever beam shown in the figure is subjected to a distributed load of w= 9 kN/m. The cross-sectional dimensions of the rectangular tube shape are shown. Point H is located a= 44 mm below the centroid at a section z= 1.2 m on the left of restraint A. [L= 3.7 m, h= 240 mm, b= 160 mm, t= 2 mm, t2= 6 mm] h H Calculate the value of shear stress at point H on a section located at distnace of z=1.2 m from restraint A. 11.04 MPa 22.84 MPa 23.69 MPa 9.29 MPa 12.94 MPa The cantilever beam shown in the figure is subjected to a distributed load of w= 9 kN/m. The cross-sectional dimensions of the rectangular tube shape are shown. Point H is located a= 44 mm below the centroid at a section z= 1.2 m on the left of restraint A. [L= 3.7 m, h= 240 mm, b= 160 mm, t= 2 mm, 12= 6 mm] W b Calculate the maximum shear stress on a section loacted at distance of z = 1.2 m from restraint A Answer: MPa The cantilever beam shown in the figure is subjected to a distributed load of w= 9 kN/m. The cross-sectional dimensions of the rectangular tube shape are shown. Point H is located a= 44 mm below the centroid at a section z= 1.2 m on the left of restraint A. [L= 3.7 m, h= 240 mm, b= 160 mm, t= 2 mm, 12 6 mm ] a H W Calculate the maximum shear stress developed in the beam. Answer: MPa