Use the graphical method to construct the shear-force diagram and identify the magnitude of the largest shear force (consider bothpositive and negative). The ground reactions at the wall of the cantilever are provided.L1= 14.00 ftL2 = 7.75 ftVc = 87.00 kipsMc = 621.875 kip-ft20 kips70 kips12 kips/ft6 kips/ftMcAВL1L299.00 kipsO 110.00 kipsO 75.00 kipsO 64.00 kipsO 87.00 kips

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Answered: onstruct the shear-force diagram and…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

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Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 8 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 5 mm in diameter. Assume a = 570 mm, b = 285 mm, h = 360 mm, and 0= 65°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 120 MPa, determine the maximum load Pmax that can be supported by the structure. D (1) h B a Answer: Pmax i b kN
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20 A force of 250 kN was needed to punch the hole through the 8 mm thick steel plate, as shown below. rosesloyotoled jau milubase Ø24 Farhododecirl most soumis SALP30 TOUREN stav (A) 76.11 MPa (B) 97.66 MPa (C) 203.75 MPa (D) 399.06 MPa Hora 100 39 Calculate the ultimate shear stress of the steel plate. 60 bobini dignoue Mould 10.00 (0) gnitroo ni beau Pefore on OV1 es des anglet of quilida fins lidi.is (8) constalter goisons (2) in boe migjow tigilan (0)
A hemp rope L=12 m long and d=42 mm in diameter is supported from one of the roof beams in a gymnasium. Three gymnasts climb this rope together. The lead gymnast has a mass of m1=50 kg, the next gymnast has mass m2=75 kg, and the trailing gymnast has mass m3=50 kg. Determine the maximum stress in the rope (omax), and the stress in the rope at a location between the intermediate and trailing gymanst (023).
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The frame is loaded by a distributed load of intensity q as shown. Consider -25 in. only stress in the bars AC and BC. Each bar has a cross-section that is 0.75 in by 1.5 in. If the allowable normal stress is 5000 psi, determine the maximum allowable value for the distributed load intensity q. 40 in.
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onstruct the shear-force diagram and identify the magnitude of the largest shear force (conside ound reactions at the wall of the cantilever are provided.