Identify the loading diagram for the given shear force diagram. 9.60 kN 5.6 kN -4.40 kN 3 m 2 m 5 m
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- The W360 x 262 section carries a vertical shear force of 650 kN. For this section, calculate:(a) the minimum shear stress in the web;(b) the maximum shear stress in the web and(c) the percentage of the vertical shear force carried by the web.A wall footing 1 m wide carries a uniform load of 300 kN/m of wall length. Soil weights 16 kN/m^3.Using the influence chart, compute the total vertical increment of the loads at a depth of 3 m from the edge of the strip in kN/m. a. 48 b. 60 c. 156 d. 108What is the maximum shear flow (qmals) that can occur in the section if it is subjected to a shear force of V = 80 kN? The dimensions of the section are: b = 450 mm, h = 250 mm, t = 25 mm. Please note that shear flow is typically measured in N/mm and it represents the distribution of shear stress along the section. a) 176,3 b) 184,7 c) 210,5 d) 225,9 e) 203,5
- Use the graphical method to construct the shear-force diagram and identify the magnitude of the largest shear force (consider both positive and negative). The ground reactions are provided.P = 53 kNw = 13 kN/mL = 4 mAy = 44.00 kNDy = 61.00 kNA vertical gate 1.6m wode and 2m high has water on one side and is inclined 45° with the horizontal. Water is 1.50m above the top of the gate hinged at B. Determine the hydrostatic force acting on the gate and the location of the force measured from the hinge and the force F needed to open the gateDetermine the Resultant Force, its magnitude and direction of the given co-planar ,concurrent forcesshow fbdcomplete solution
- A 5-m propped beam carries a uniformly distributed load equal to 45 kN/m applied throughout the beam. If the reaction at the roller is 84.375 kN, what is the maximum flexural shear stress if the beam has a rectangular cross-section with b = 300 mm and h = 600 mm? (in MPa)What will be the value of the shear force at the fixed end A, at free end B and at point C for the bearn shown below?Determine the allowable shear stress if W= 33,813lb.
- A wooden log is to be used as a footbridge to span a gap. The log is required to support a concentrated load of 30 kN at midspan. If the allowable stress in shear is 0.70 MPa and the length of the log is 6.0m, what diameter of log that would be needed? Don’t consider the weight of the log.Determine the support forces and draw shear force diagram and bending force diagram L1=6m, L2= 5m a=2m, b=2m, c= 1m, d= 2m F= 10 Kn, P= 3 kN/mThe shear capacity V if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to: Assume fy = 200 MPa. Take FV = 0.4 Fy a. 645 kN b. 413 kN c. 507 kN d. 432 kN