Problem 414 Cantilever beam carrying the load shown in Fig. P-414. 2 kN/m 2 m B 뮈 4 kN/m 3m C
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- The steel framework is used to support the 4-in. reinforced stone concrete slab that carries a uniform live loading of 400 lb/ft2. Sketch the loading that acts along members BE and FED. Set a = 6 ft, b = 18 ft. Hint: See Table 1.2.Give me right solution Select the wide flange steel girder for a simple span of 8m subjected to a concentrated load of 489 kN at the midspan. Use A36 steel and assume that beam is supported laterally for its entire length.Select a W- shape beam limited to a maximum depth of 23.50 in for a span of 40 ft. A 50 ksi steel is used, and the beam is assumed to have full lateral bracing for its compression flange. The nominal loads are a uniform dead load of 0.45 kip/ft and a uniform live load of 0.75 kip/ft.
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- What is the force reaction at the fixed end of a 12-m cantilever beam due to a downward uniform load of 30 kN/m applied throughout the span? (Answer must be in kN.)A fixed-end b earn is subjected to a point load at mid-span. The beam has a rectangular cross section (assume that the h/b ratio is 2) and is made of wood (E = 11GPa). Find height h of the cross section if the maximum displacement of the beam is 2 mm. Calculate the displacement of the beam at the inflection points.A simple beam with an overhang is subjected to d point load P = 6kN. If the maximum allowable deflect ion at point C is 0.5 mm, select the lightest W360 section from Table F-l{b) that can be used for the beam. Assume that L = 3 m and ignore the distributed weight of the beam.