MC1) [LO1: 2 pts] Curved structural member AB is pinned at two locations and always operates in compression. What best describes the internal normal force N, shear force V, and internal bending moment M right at the cut surface? до A ? B A
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![MC1) [LO1: 2 pts] Curved structural member AB is pinned at two locations and always operates in compression. What best
describes the internal normal force N, shear force V, and internal bending moment M right at the cut surface?
до
A
?
B
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- Needs Complete typed solution with 100 % accuracy. Don't use chat gpt or ai i definitely upvote you. Be careful Downvote for ai or chat gpt answer.Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =10 N, F2 =60N, F3 =30 N, F4 =1ON, a =5 m, b=2 m, c=3 m, d=5 m F4 F3 F2 F1 E A d. aQ2/ In the nucleus pulposus of an intervertebral disc, the compressive load is 1.5 times the externally applied load. In the annulus fibrosus, the compressive force is 0.5 times the external load. What are the compressive loads on the nucleus pulposus and annulus fibrosus of the L5-S1 intervertebral disc of a 90 kg man holding a 50 kg weight bar across his shoulders, given that 63% of body weight is distributed below the disc?
- Answer p1 and Part 2: Determine the shear force acting at each of the following locations:(a) x = 11.0- ft (i.e., just to the left of point B)(b) x = 11.0+ ft (i.e., just to the right of point B)(c) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: a) V = ____ kips b) V = ____ kips c) V = ____ kips Part 3: Determine the bending moment acting at each of the following locations:(a) x = 11.0 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: a) M = ____ kips-ft b) M = ____ kips-ft Part 4: Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers: Mmax = ____ kips-ft xmax = ____ ftNeed help with all 4 questions please include all units and steps. ThanksCorrect answer is written below. Detailed and complete solution only. I will upvote, thank you.
- Please include a detailed answer with questions and what the variables mean. Along with the sketch's. ThanksLearning Goal: To analyze two built-up members that have the same geometry but are fastened differently, determine the maximum applicable shear force on each cross section, and determine the adjustment in spacing between the weaker member's fasteners that would allow the member to support the equivalent maximum shear force of the stronger member. The two cross sections shown below, (a) and (b), are subjected to a vertical shear force as shown. The members are fastened by nails that can support a load of 22.00 kN each and are spaced perpendicularly to the page in increments of s = 125.0 mm. The geometries of the cross sections are given by a = 235.0 mm, b = 50.00 mm, c = 225.0 mm, d = 135 mm, and e = 275 mm. Assume the cross sections are uniform along the entire lengths of the members. bk (a) Part A - Maximum applicable shear force on the member (a) *ak b 17 b ➜bk ➜bk Determine the maximum applicable shear force on the member (a). Express your answer to four significant figures and…2. A square post which is made up of two parts is glued at plane abcd with the angle a = 30° with the vertical. Allowable compressive stress @ glue = 5.2 MPa Allowable shearing stress 3.5 MPa P = 36 kN. a. What is the minimum post dimension, w (mm), without exceeding the allowable compressive stress at the glue? b. What is the minimum post dimension, w (mm), without exceeding the allowable shearing stress at the glue? c. What angle, a, will give the maximum shearing stress?
- Problem B-3 [Design Problem – Simple Loading/2D] A simply supported structure is composed of two members AB and BE (connected by a pin joint at B). Configuration of the structure, pin supports (A and D) and external loadings exerted on the structure are shown in the figure. 500 lb/ft 30° OE BỊ Given the allowable normal stress of AB is 10 ksi, 10 kips determine the minimum cross-sectional area of AB needed 1 ft 1 ft 1 ft to carry the external loadings. Upload Choose a FileProblem B-3 [Design Problem – Simple Loading/2D] A simply supported structure is composed of two members AC and BD (connected by a pin joint at B). Configurations of the structure, pin supports (i.e., at points C and D) and external loadings exerted on the structure are shown in the figure. 150 mm 400 mm 300 mm Given the allowable normal stress of rod BD is 200 MPa, Al and the diameter of rod BD is 20 mm, determine the maximum uniformly distributed load w that may be applied to the member AC. BI’m struggling with this question I’m please