The cantilevered handle shown here is made from mild steel. Let Fy=300 lbf and Fx= F₂ = 0. The part dimensions are as follows: doa = 1.5 in, dAB=0.875 in and dBC=1.5 in, dCD=1 in, LAB=10 in, LCD=12 in. Determine the angle of twist in the bar OC, ignoring the fillets but including the changes in diameter between O and C. Compare the angle of twist if the bar OC is simplified to be of uniform diameter equal to dAB. Use superposition to determine the vertical deflection (along the y-axis) at D, using the simplified bar OC. 2 in doa +-in R. dAB LAB dco LCD B 2 in dec

The lap joint of a tension member is shown. The plate is 252mm wide and 12mm thick. The bolts are 20mm in diameter and the holes are 3mm larger than the bolt diameter. Steel A36 with Fy = 248 MPa and Fu = 400Mpa. It is required to determine the capacity of the joint based on gross area, net area, and block shear. a.) Determine the safe value of P based on gross area: Use Ft = 0.6Fy b.) Determine the safe value of P based on tension net area: Use Ft = 0.5Fy

P,= 500 k J. P, = 1,000 k I P,= 500 k Py=1,000 k fixed fixed Check whether a 17 ft W 14 x 211 section of A992 steel can safely carry the given applied service loads pinned 35 ft 18 ft pinned pinned Strong Axis Weak Axis

Please write the solution on paper.

Use A992 steel and select the lightest W shape. Use any design procedure.a. Use LRFD.b. Use ASD.

Hand written and clean writing please .

Question # 1: Determine the force in each member of the truss and state if the members are in tension or compression. 300 lb 600 15 B 60015 GOO G 11. 244in. 6 ft load at point B, D, F = 600 lb load at pount A and H=300 lb distance AC = CE =EG = GH = 8FT -80---SA- [Answer: FAB=15001b-C. Fac-12001b-T, Fac0, For-12001b-T, Fan+ 12001b-C, F₁-601b-C. Form 721h-T, Use symmetry to obtain the rest of the members]

please show me a complete solution. Thank you

Determine the force in each member of the truss shown by the method of joints. Show free body diagram and handwritten solution. Please make sure it is correct answer. Thank you!

Given the truss shown, solve the following. Use A36 steel and assume there are two lines of three 19 mm bolts in each flange. Hole diameter is assumed to be three mm more than the bolt diameter. Neglect the weight of the section. a.What is the capacity of member CG? b. Design member CG using a W section. c. What is the tensile capacity of the section for CG based on gross area? The following W Section were considered for the design: W10x33 W14x38 W8x40 W16x36 W10x39 W8x13 189 KN 1.50 HL B 145 KN 1.50 E + 137 KN 121 KN -3.00 + 12.00 3.00 154 KN + W4x13 W6x9 W10x12 200 KN -1.50 1.50 1 030 T 1.20 +2.40 0.60 L i 0.30