60 kN A 30% 2000 mm 3000 mm 30 kN 50 KN 3000 mm 50 kNm
Q: Calculate and show that the column/axial member is safe and can withstand the load
A: Load applied (P) = 453.589 kN or 453589 NDiameter (D) = 0.3048 m Elastic modulus (E) = 200 GPa or…
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Q: For the cantilever steel beam [E = 210 GPa; 1= 90 × 106 mm4], use the double-integration method to…
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A: Pd = 120 Pl = 220 Fy = 50 ksiKl = 10 ft
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Q: elect one: a. 19.8 kN b. 34 kN C 11 kN 8 kN 6 kN
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Q: Determine the maximum deflection of the column/axial member (at the center) based on the…
A: P = 453.589 kN or 453589 NE = 200 GPa or 200000 MPaI = 0.00042 m4 e = 37.73 mm or 0.0377 m
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- A cantilever beam is subjected to an inclined load P (as shown in the figure) at the free end. Determine maximum bending stress developed in MPa. Given data: b = 100 mm, h = 200 mm, L = 2 m, P = 2 kN and α = 45⁰.Consider a wood beam (see figure) carrying a uniform load of 16.5 kN/m (which includes the weight of the beam). The length is 1.55 m and the cross section is rectangular with width 150 mm and height 300 mm. * Inserted Photo* If the beam is simply supported as in figure part (a), calculate the maximum shear stress ?max and the maximum bending stress ?max. (Enter the magnitudes in MPa.) ?max= ? MPa ?max= ? MPa (b) If the beam has a sliding support at right as in the figure part (b), calculate the maximum shear stress ?max and the maximum bending stress ?max. (Enter the magnitudes in MPa.) ?max= ?MPa ?max= ? MPaa simply supported beam is carrying a varying load and a uniform load as shown in the figure. If the beam properties are given below, what is the final stress at bottom of beam section at a distance 2.47m from the right support where the totall losses of the prestressing force is 24% mpa beam wid=217mm height= 480mm varying load= 9.67kn/m uniform load = 4.27 kn/m x = 3.32 y = 5.95 Prestressing force = 429kn eccentricity = 95mm
- Given this simply supported beam, what is the vertical reaction at end B? The value of a is 3m, the value of b is 5m, and the value of w is 3kN/m. (Please express your answer in kN to two decimal places, but do not include “kN” in the answer below.)As shown in the figure, aluminum rod AB and steel rod BC, hinged to rigid supports, are pinned together at B to carry a vertical load P = 6000 lb. If aluminum rod has a cross-sectional area of 0.60 in.² and E = 10 × 103and steel rod has 0.50 in.² and E = 29 × 106 each rod and the horizontal and vertical displacements of point B. Assume α = 60° and θ = 30°. ksi, psi, compute the elongation ofA simple beam AB with a total length of 2.40 meters is subjected to a trapezoidal distributed load. The intensity of the load varies from 1.00 kN/m at support A to 3.00 kN/m at support B. What is the reaction at support A and B.What is the resultant applied load?What is the degree of shear-force equation?What is the value of shear force at x = 2.00 m from support A?What is the distance of absolute maximum bending moment from support B?What is the value of bending moment at x = 2.35m?What is the value of absolute maximum bending moment? What is the value of shear force at x = 1.80 m?
- For the beam and loading shown,(a) Use discontinuity functions to write the expression for w(x). Include the beam reactions in this expression.(b) Integrate w(x) twice to determine V(x) and M(x).(c) Use V(x) and M(x) to plot the shear-force and bending-moment diagrams.Let a = 3.2 m, b = 1.1 m, wA = 25 kN/m, and wB = 55 kN/m. Label all significant points on each diagram and identify the maximum shear force and bending moment along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.A steel plate 2.2 m x 1.4 m x 100 mm thick is to be hoisted by a steel cable sling as shown in the figure. Assume the steel weighs 77.3 kN/cu.m. Determine the vertical displacement of the steel plate when suspended if the sling cable is 55 sq.mm. in area. The correct answer is 2.84. Show solution.solve with engineers theory of bending a three-point bending test on a simply supported, straight beam made of structural steel (modulus of elasticity E=210GPa, Poisson’s ratio ν=0.3), with dimensions 10000mm long, 2000mm wide, and 500mm thick, subjected to an external load of 7000N plus the beam's weight? The beam is required to meet a stress constraint of 140MPa and a deflection constraint of L/1000, where L is the span of the beam(double integration method)
- solve with engineers theory of bending a three-point bending test on a simply supported, straight beam made of structural steel (modulus of elasticity E=210GPa, Poisson’s ratio ν=0.3), with dimensions 10000mm long, 2000mm wide, and 500mm thick, subjected to an external load of 7000N plus the beam's weight? The beam is required to meet a stress constraint of 140MPa and a deflection constraint of L/1000, where L is the span of the beam.1. Determine whether the structure shown is unstable, statically determinate, statically indeterminate to the first degree, or statically indeterminate to the second degree. 2. A truss is loaded as shown in the figure. Assume AE = 10000 kN. Which of the following most nearly gives the relative displacement between joints BD due to the two unit loads acting on joints B and D towards each other? A. 1.93 mm B. 1.02 mm C. 1.20 mm D. 1.39 mmBased on the beam loaded in Figure 1(a), a) Construct the shear force and bending moment diagrams by expressing the function of distance, x. Then, determine the location and magnitude of maximum bending moment. b) Construct the bending and shear stress block diagrams developed in the beam and indicate the magnitude of tensile or compressive stresses along the beam’s cross section in Figure 1(b). Note : aa is 92 kN/m