Concept explainers
For the following computer problems, any appropriate software may be used. Input prompts should fully explain what is required of the user (the program should be user-friendly). The resulting output should be well labeled and self-explanatory.
14.28 Write a program that will generate a table of maximum allowable span lengths for a group of
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Applied Statics and Strength of Materials (6th Edition)
- A beam is of T section, as shown in fig. The beam is simply supported over a span of 4m and carries a UDL of (1.7+32.) kN/m run over the entire span. Determine the maximum tensile and maximum compressive stressarrow_forwardCompute the midspan value of EIy for the beam loaded as shown.arrow_forwardNUMBER 1: For the given beams shown, check if it is stable, and indicate if it is determinate or indeterminate. If indeterminate, indicate the degree of indeterminacy. Use 3 decimal places.arrow_forward
- Our University wants to construct a swimming pool inside the campus, for which they are in need of a diving board which must be one end fixed and other is free. That is to be made up of flexible composite material. The maximum allowable load at free end is 700 kN. The length of the cantilever beam is 1.6 m. The cross section of the beam is a hollow rectangular section. Outer rectangle of size 140 mm breadth and 110 mm depth with the overall wall thickness of 12 mm. Find the deflection at the free end and maximum slope in beam by neglecting self-weight of the diving board. Take E as 170 GPa.arrow_forward1. A beam of regular cross section ...arrow_forwardThe length of the I beam is 150mmarrow_forward
- A beam is of T section, as shown in fig. The beam is simply supported over a span of 4m and carries a UDL of (1.7+Your Roll No.) kN/m run over the entire span. Determine the maximum tensile and maximum compressive stress.arrow_forwardCompute the deflection at C uperposition method.arrow_forwardA cantilever beam, 80 mm wide by 240 mm high and 8 m long, carries a load that varies uniformly from zero at the free end to 1100 N/m at the wall. Compute the magnitude of the maximum flexural stress. Answer must be in MPa.arrow_forward
- Solve the distributed load problem given using both the calculus and the composite areas methodsarrow_forwardA Simply supported beam of effective span 6 m carries three point loads of 30 KN, 25 KN and 40 KN at 1m, 3m and 4.5m respectively from the left support. Draw the SFD and BMD. Indicating values at salient points.arrow_forwardsolve for the formulas of the maximum slope, maximum deflection, and their respective location, for the beamsarrow_forward
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