2. Determine the critical buckling load (Per) for the pipe column shown below. Use E = 29 x 103 ksi, a length of 20 feet and assume the column is pinned top and bottom. 4 in Dia. -5" Outside Diameter

6.ASAP

The shaft is made of A 36 steel. It has a diameter of 38 mm and is supported by bearings at A and D, which a low rree rotation The shear modulus of elasticity for A 36 steel is 76 GPa. (Figure 1) PartA Determine the angle or twist of gear a WIET respect to B. Express your answer using three significant figures AE vc O) ? rad Submit Request Answer Provide Feedback Figure B. 90 N-m 0,6 m 90 N-m 0.75 m D. 0.9 m

Acantilever beam AB, loaded by a uniform load (see figure), is applied on a channel section. If the cross section has the dimensions indicated and the moment of inertia about the z axis (the neutral axis) is I= 3.36 in" Find the maximum tensile stress fhtMAX and maximum compressive stress facMAX (Note: Draw the shear and moment diagram). 2.5 lb/ft 0.617 in. Z- C 2.269 in. 6.0 ft

Kindly show the full working steps with explanations. Thanks!Subject: Strength of materials

Need urgent answer   Don't provide wrong solution

For the beam below, determine the following, assume EI is constant. What is FEMAB in k-ft? -18 --96 Select the correct response: -69 2 k/ft 18 24ft

Round off final ans, dont round initial values

Select an A992 W shape for beam AB of the floor system shown in Figure. In addition to the weight of the beam, the dead load consists of a 41⁄2-inch-thick reinforced concrete slab (normal-weight concrete). The live load is 95 psf. The total deflection must not exceed L/240. a. Use LRFD.b. Use ASD..

W/FBD