- 150 mm- 0.5 mm 150 mm

A uniform edge load of w1 = 530 lb/in. and w2 = 320 lb/in. is applied to the polystyrene specimen. Ep = 597(103)psi and νp = 0.25. 1) Part A: If the specimen is originally square and has dimensions of a = 1 in ., b = 2 in., and a thickness of t = 0.35 in. , determine its new dimension a′ after the load is applied. 2) Part B: Determine its new dimension b′ after the load is applied. 3) Part C: Determine its new dimension t′ after the load is applied.

The timber member has a cross-sectional area of 1703 mm2 and its modulus of elasticity is 13.2 GPa. Compute the change in the total length (in mm) of the member after the loads shown are applied if x = 1.84, y = 3.63, and z = 4.11. Round off the final answer in two decimal places.

Problem 3, The metal stud punch is subjected to a force of 120 N on the handle. Determine the magnitude of the reactive force at the pin A and in the short link BC. Also, determine the resultant internal. loadings acting on the cross section at point E. B 50 mm 100 mm 4 50 mm D 100 mm 200 mm 120 N 300 min