The frame shown supports a crate that weighs W = 130 lb. Knowing that L =...
The frame supports a distributed load and a tension force of P 125 lb, as shown in the figure below 4 ft 75 lb/ft 4 2 ft 2 ft l ft 30° Part A Determine the resultant internal loadings acting on the cross sections at point D of the frame. Express your answers, separated by commas, to three significant figures. lb, lb, lb ft SubmitP Ans An X Incorrect; Try Again; 2 attempts remaining Part B Determine the resultant internal...
The frame supports a distributed load and a tension force of P = 140 lb, as shown in the figure below. 40 75 1b/ D 2 ft В Е -20 If In If 30° Part A Determine the resultant internal loadings acting on the cross sections at point F of the frame. Express your answers, separated by commas, to three significant figures. 190 AED 11 vec ? Ne=, Vp =, MF lb, lb, lb-ft Part B Determine the resultant internal...
A crate with a weight of 240 lb is suspended using three ropes as shown. Knowing that 0 = 30°, determine the force in rope AB. Express you answer in lb to the nearest Ib. B Your written solution submission must show the necessary FBDs and calculations to for the forces in ropes AB, AC, and AD.
The frame supports a distributed load and a tension force of P = 120 lb, as shown in the figure below. 75 lb/ft 7 7 7 7 7 7 e DB -2 ft -2 ft Part A Determine the resultant internal loadings acting on the cross sections at point D of the frame. Express your answers, separated by commas, to three significant figures. VALO vecmo e ? ND= Vp=, Mp= lb, lb, lb-ft Submit Previous Answers Request Answer X Incorrect;...
P8.052 (Multistep)
A tubular steel column CD supports horizontal
cantilever arm ABC, as shown in the figure. Column
CD has an outside diameter of 8.000 in. and a wall
thickness of 0.400 in. The loads are PA=350 lb and PB=560 lb.
Dimensions of the structure are a=5.2 ft, b=8.4 ft, and c=12.4 ft.
Determine the maximum compression stress at the base of column
CD.
Part 1
Determine the cross-sectional area and the area moment of
inertia for column CD.
A=...
For the frame and loading P 330 lb shown, determine the internal forces (axial force, shearing force, and bending moment) at Point Jof the structure indicated. (Round the final answer to the nearest whole number.) 14 2 in. 4 in. 4in 2 1 in. 2 in The axial force F is The shear force V is The bending moment M is lb. lb-in. acting in the (Click to select) direction.
A tubular steel column CD supports horizontal cantilever arm ABC, as shown in the figure. Column CD has an outside diameter of 9.000 in. and a wall thickness of 0.460 in. The loads are PA = 300 lb and Pb = 540 lb. Dimensions of the structure are a = 6.3 ft, b= 8.0 ft, and c = 14.0 ft. Determine the maximum compression stress at the base of column CD. b a PA C B A D *Part 1...
The frame supports a
distributed load and a tension force of P=195 lb, as shown
in the figure below.Determine the resultant internal loadings acting on the cross
sections at point F of the frame.Determine the resultant internal loadings acting on the cross
sections at point G of the frame.
Problem 3: The wall crane supports a load of 700 lb with the pin at A and D. All pulleys are pin connected to the structure. The cross-sectional area of BD is 4 and the diameter for pulley B and C is 10 inches. 1) 2) 3) 4) Draw the FBDs of the pulley at E; Draw the FBD of the whole structure with the cable but without W; Find internal for NBD; Determine the average normal stress of BD...
Question 2 1 pts Shown below is a handheld hydraulic cylinder. Knowing that P 42.3 lb and L.-8.6 indetermine the horizontal force on the hydraulic cylinder at D. Express your answer in lb to the nearest whole lb. Note that the tool is symmetric about a horizontal line passing through D and that members CD and DE are 2-force members. 4 in 0.9 in. 0.9 in) Your written solution must include all FBDs and calculations necessary to determine the horizontal...