The beam in (Figure 1) consists of two segments pin connected at B. Figure 1 of 1 NIL 700 lb 150 lb/ft 800 lb-ft Tay B GIL
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Draw the shear and bending moment diagram of the beam
![The beam in (Figure 1) consists of two segments pin
connected at B.
Figure
1 of 1
NIL
700 lb
150 lb/ft
800 lb-ft
Tay
B
GIL](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5a49aab9-11c9-437b-92b5-88d0da519df9%2F28e246bd-e5b5-4989-b9fd-7a992161ab1c%2Fzklpfk_processed.jpeg&w=3840&q=75)
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- A large precast concrete panel for a warehouse is raised using two sets of cables at two lift lines, as shown in the figure part a. Cable 1 has a length L1 = 22 Ft, cable 2 has a length L2= 10 ft, and the distance along the panel between lift points Band D is d = 14 ft (see figure part b). The total weight of the panel is W = 85 kips. Assuming the cable lift Forces F at each lift line are about equal, use the simplified model of one half of the panel in figure part b to perform your analysis for the lift position shown. Find the required cross-sectional area AC of the cable if its breaking stress is 91 ksi and a factor of safety of 4 with respect to failure is desired.Repeat 1.3-9 but use the method of sections go find member forces in AC and BD.Repeat Problem 6.2-1 but now assume that the steel plate is smaller (0.5 in. × 5 in.) and is aligned with the top of the beam as shown in the figure.
- Solve fast with suitable diagramA flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 8 ft. LBc=2 ft, LCD= 4 ft, LDE= 4 ft, Pc = 1850 lb, PE = 2160 lb, WAB = 830 lb/ft, b₁ = 10 in., b2= 2 in., b3 = 6 in., d₁ = 2 in., d₂= 11 in., d3 = 2 in. Consider the entire 18-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. Answers: (a) σT = (b) a = WAB LAB i 545.779 706.391 B Pc LBC b₁ b3 C LCD -b₂ psi. psi. D ↓ d₁ LDE d₂ PE Eplease explain!
- A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 7 ft. LBc = 3 ft, LcD= 3 ft, LDE = 2 ft, Pc= 2090 lb, PE = 1780 lb, WAB=710 lb/ft, b₁ = 10 in., b₂= 2 in., b3= 7 in., d₁ = 2 in., d₂ = 7 in., d3= 2 in. Consider the entire 15-ft length of the beam and determine: (a) the maximum tension bending stress o at any location along the beam, and (b) the maximum compression bending stress og at any location along the beam. Answers: (a) OT = (b) o₂ = = i WAB LAB N B Pc LBC b₁ e b3 C LCD -b₂ psi. psi. D d₁ LDE d₂ d3 PE EThe truss is supported by a pin at A and a roller at B. (Figure 1) Figure y 10 kN 2 m- 4 m- X 2 m 5 kN 4 m 45° B 1 of 1Draw the FBD Use 3 decimal places
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