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A plate girder must be designed for the conditions shown in Figure P10.7-4. The given loads are factored, and the uniformly distributed load includes a conservative estimate of the girder weight. Lateral support is provided at the ands and at the load points. Use LRFD for that following:
a. Select the, flange and web dimensions so that intermediate stiffeners will he required. Use
b. Determine the locations of the intermediate stiffeners, but do not proportion them.
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Chapter 10 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
- 3. Identify and label the key components that make up the low-slope roofing system in the diagram below. (5 points)arrow_forwardASSIGNMENT. 1. The following figure is a billboard sketch, design the members. Hint, the billboard is usually designed against wind loads and its own self weight. For the dimensions, you can visit existing billboards to see usual dimensions. 3D Viewarrow_forwardIn order to solve the frame given below with the Force Method, remove restraints from joints A and G and draw only the bending moment diagrams Mo, M₁, M2 and M3 for this case. (25 Pts.) Note: Only bending moment diagrams that are used for the solution are required. There is no need to do any further calculations. 4 kN B I E D 2 kN/m H 3 m 3 m 4 m + 2 m 4marrow_forward
- 1. What is the weight of each block shown below in pounds? A) 2’x2’x10’ Steel Bar w=490lb/ft^3 B) 5’x4’x3’ Concrete Block w=150lb/ft^3 A) 3’x10’x2’ Wood block w=50lb/ft^3 2.The 6” thick, 20’x25’ concrete slab weights 150lbs/ft^3 and has an area load of 50lbs/ft^2 (psf). What is the total load of the floor?arrow_forwardLab Assignment #2 Loads: UDL and Concentrated Name: TA 1. Use the provided beam models to solve for the equivalent concentrated load of each beam configuration. Draw the loading conditions showing the equivalent concentrated load(s). a) w = 30lbs/ft 6ft 6ft c) w = 50lbs/ft 12ft w = 70lbs/ft b) 4ft w = 20lbs/ft w = 40lbs/ft d) 9ft 2. Find the equivalent concentrated load(s) for the bags of cement stacked on the dock as shown here. Each bag weighs 100 lbs and is 12 inches long. Draw the loading conditions for each showing the equivalent concentrated load(s). 1 bag = 100lbs L= 12 ft L= 6ft L= 8ftarrow_forwardplease show the complete solution, step by step process, thanksarrow_forward
Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage Learning