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- Determine the normal stress in each of the cables? (MPa) a. 85.7 b. 75.7 c. 65.7 d. 55.7 If the cables elongated by 1 mm, what is the vertical displacement of the precasat slab? (mm) a. 1.758 b. 1.658 c. 1.458 d. 1.558 What is the tensile force in each of the cables? (kN) a. 5.98 b. 4.98 c. 7.98 d. 6.98 SOLVE ALL AND WILL GET A LIKE <3 ps: unit weight of concrete is 24kn/m^3As shown in the figure below, determine the internal loadings at points A,B and. Consider the uniform weight of thewhole structure which is SN lbs per ft complete solution and drawing. if u can please add some explanation thankyou FN = 49 MN = 101 SN = 94Determine the normal stress (in psi) at point C for the b=2.4-in. by h= 6.1-in. wooden beam shown below if X = 2.9 ft, P = 1201 lb, and θ = 34° . Round off final answer to four decimal places.
- The column is constructed from high-strength concrete and A-36 steel reinforcing rods. If it is subjected to an axial force of 30 kips, determine the average normal stress in each rod (ksi). Each rod has a diameter of 0.58 inch. Esteel = 29 x 103 psi and Econcrete = 4.2 x 103 psi, r = 4 inchesThe compound shaft consists of three segments made from steel, aluminum, and bronze. The shaft is secured at both ends by rigid supports. Use GSt = 12 x 106 psi, GAl = 4 x 106 psi, and GSt = 6 x 106 psi. Determine the shearing stress developed in each segment.Determine the normal stress (in psi) at point D for the b=2.1-in. by h= 6-in. beam shown below if X = 6.97 in, P = 9468 lb, and F = 2714 lb. Round off final answer to four decimal places.
- Two steel [E=29,600 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe (1) has an outside diameter of 6.500 in, and a wall thickness of 0.257 in. Pipe (2) has an outside diameter of 4.250 in. and a wall thickness of 0.215 in. Assume L_{1} = 13ft and L_{2} = 18fi . If the normal stress in each steel pipe must be limited to 23 ksi, determine (a) the maximum downward load P that may be applied at flange B. (b) the downward deflection of flange B at the load that you determined in part (a).An open top standpipe as shown has a radius r= 2.2m and 20 mm wall thickness. Determine the height ? (?? ??????)of the water that will result to a circumferential stress of 24MPa in the wall of the standpipe. NOTE: The specific weightof water is 9.81???3. Remember, pressure is equals to the product of specific weight and height. Use 2 decimal places.Calculate the required amount of reinforcement (in in2) considering the ultimate moment below. Use english units. Note: Use the following equations for minimum reinforcement in English units. Pmin for flexure = (3*sqrt (f'c))/fy greater than or equal to 200/fy f'c = 3000 psi fy = 40 ksi Mult = 200 ft-k
- A water tank, 22 ft in diameter, is made from steel plates that are ½ inch thick. Find the maximum height to whichthe tank may be designed if the stress of the wall is limited to 1 ksi. Assume that the pressuredistribution varies linearly.Water flows at a rate of 3 m3/s through a 300 mm diameter pipe in which there is a 90 degreebend.(a) if the pressure at the entrance to the bend is 450 kN/m2 (absolute), determine the total force necessary to anchor the bend. FricLon losses can be neglected (b) if the bend was only 60 degree, by how much would the anchoring force change?Two steel [E = 29,800 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe (1) has an outside diameter of 5.750 in. and a wall thickness of 0.278 in. Pipe (2) has an outside diameter of 3.750 in. and a wall thickness of 0.209 in. Assume L= 10 ft and L›= 15 ft. If the normal stress in each steel pipe must be limited to 15 ksi, determine (a) the maximum downward load P that may be applied at flange B. (b) the downward deflection of flange B at the load that you determined in part (a).