2. Calculate the forces in members BF, BC, and EF. Use the method of sections. 900 lb 500 lb 12' -0" D A E F 3 bays @ 8' - 0" = 24' - 0"
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- Problem #8: For the beam and loading shown below compute the state of stress at point B (components of the 3x3 matrix), report your answer in ksi to two decimal places. 1.5 in 1.5 in B l in F= 5 kip 3 in 1 in 15 in Fx = 4 kip 3 in Fy = 3 kipWrite the solution for the following: Member BC= 600 N Member FG = -600 NThe cable carrying three 400-N loads has a sag at C of hC = 14 m. Calculate the following: 26.1 The magnitude of the tensile force in segment AB is Blank 1 N. 26.2 The magnitude of the tensile force in segment BC is Blank 2 N. 26.3 The magnitude of the tensile force in segment CD is Blank 3 N. 26.4 The magnitude of the tensile force in segment DE is Blank 4 N.
- Show a free body diagram of the left section. Find the forces in the members listed by the Method of Sections. 1. Find forces in BD, BE and CE. (T C) BD = BE = (T C) CE = (T C) 1200 1800 540 5' A 12 12' 12' 540 2075 1675 300 450 B0ENTER YOUR ANSWER THE WAY I SPECIFY HERE IN ADDITION TO DOING IT ON SCRATCH PAPER 400 N 800 N B D A E C 2 m Use the method of sections to calculate the axial force in members AC and BC. Enter your answer in the following way rounded to the nearest whole number. Example If your answer is TAC 2 N tension TBC =3.1 N compression. enter 2Tension;3Compression Enter TAC then TBC (no space)A force of 100 lb is applied to the frame shown in the Figure below. Calculate the load in member BE. 2' | 2' |2' 100 lb D 8' 4' (A 3' 3 3.
- + The forces are given in figure and applied as shown. F = 50 kN and F3 F, F, = 100 KN F3 = 30 KN. 150mm - 350 mm- The diameter of Grular bar is UO mm. 0 and To . Calculate theX Your answer is incorrect. 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 - 8 ft, Lec-2 ft, Lco-3 ft. LDE-3 ft, Pc- 1870 lb. PE-2190 lb, WAE-650 lb/ft, b₁-9 in., b2-2 in., b3-6 in., d₁-2 in..d₂-7 in., d3-2 in. Consider the entire 16-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 oc at any location along the beam. Answers: WAB LAB (a) GT = (b) σ, = i i 402.3 558.1 B Pr LBC by C IH by LCD b₂ psi. psi. D d₁ LDE dz dy РЕ EFor the figure shown below, compute the shear force in section 1. Neglect the weights of the member. Note that point B is pin-connected. 50KN ... 2m. B 5m 5m 5m
- Figure 3: Given the figure, what is the maximum tension of that member? (use 2 decimal point, indicate the answer in kN. Ex: 3.87kN just encode 3.78)Solve for the indentation diameter if the BHN of the material is 70 and a 500 kg of load is applied? Use indenter diameter 10mm.Figure 4: Determine the bar force at FN (Answer in whole number, indicate the answer in kN. just input the value, do this for all the questions on Figure 4) Note: if the member is in compression, write a negative symbol before it, ex: 12kn in compression is answer:-12