The beam shown is subjected to compressive force of C1/2 kN.m, and bending moment of C2 N.m, calculate the total stresses on both points A and B* Sigma A = Sigma_B = C2=140 C1=90 Z. Во 40mm |M 20mm

The screw of the clamp exerts a compressive force of 500 lb on the woodblocks. Sketch the stress distribution along section a–a of the clamp. The cross section is rectangular, 0.75 in. by 0.50 in.

Part A The beam is supported by a pin at A and a short link BC. If P = 12 kN , determine the average shear stress developed in the pins at A, B, and C. All pins are in double shear as shown, and each has a diameter of 20 mm (Figure 1) Enter your answers separated by commas. vec TA, TB, TC = MPа Figure < 1 of 1 Submit Request Answer Provide Feedback Ne 0.5m 1m 1.5 m 1.5 m