Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Question
Chapter 5, Problem 5.17PFS
To determine
The nominal design strength
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Design a round spiral column to support an axial dead load of 950KN and an axial live load of 1210KN Use Fy = 414Mpa and f’c = 21Mpa. Assume 2% steel ratio and use 28mm main bars and 20mm spirals. Use 30mm steel cover. Give the diameter of the spiral column and the area of main reinforcement.
Compute the maximum axial load capacity for design, Pu, of a 20-in square tied column with 8 #10 bars.f’c = 4 ksi and fy = 60 ksi.
The steel framework is used to support the reinforced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along
members BE and FED.
a = 3m ; b = 4m
Chapter 5 Solutions
Structural Steel Design (6th Edition)
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- Design a circular spiral column to support an axial dead load of 500 k and a live load of 230k. Use fc'=4ksi and fy=60ksi and a steel ratio of about 4%.Also design the necessary spirals.arrow_forwardA T-section has a flange width of 750 mm, thickness of flangeis 50 mm. Effective depth is 750 mm with a width of web sectionof 350 mm. The beam is subjected to a factored momentMu = 816 kN.m. fc’ = 20.7 MPa, fy = 276.5 MPa.a. Compute the nominal moment capacity (kN-m) of the overhangingportion of the section.b. Compute the depth of compression block in millimeters.c. Compute the area(mm²)of reinforcement needed for the T-sectionarrow_forwardDesign an axially loaded short square tied column for Pu = 2600 kN if f’c = 28 MPa and fy = 350 MPa. Initially assume ρ = 0.02. Use 28 mm diameter main bars. Use 12 mm dia. ties with fyt = 276 Mpa. Provide section drawing.arrow_forward
- The steel framework is used to support the 5-in. reinforced stone concrete slab that carries a uniform liveloading of 450 lb/ft^2. Determine the loading that acts along members BE and FED. Set b = 12 ft, a = 8.5 ft. Known that Reinforced stone concrete has minimal density for desing loads 150 lb/ft^3arrow_forwardThe 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 = 9 ft, b = 12 ft. Hint: See Table 1.2.arrow_forwardDraw the S.F. and B.M. diagrams for the overhanging beam carrying uniformly distributed load of 30kN/m over the entire length and a point load of (Your roll no.kN) as shown in figure. Locate the point of contraflexure.arrow_forward
- Compute the design moment capacity of the pretensioned beam shown below if f c’ = 34MPa, fpy = 1379 MPa, and fpu = 1551MPa. Assume fpy/fpu > 0.85.arrow_forwardThe W12 * 50 wide-flange A-36 steel column is fixed at its bottom and free at its top. Determine the greatest eccentric load P that can be applied using Eq. 13–30 and the AISC equations of Sec. 13.6.arrow_forwardA horizontal beam AB is freely supported at A and B, 8metres apart and carries uniformly distributed load of 15KN/m run (including its own weight). A clockwise moment of 160KN-M is applied at a point C, 3metres from left hand support A.using Macaulay method, calcite the beam at C if El=40×10^3KN-m^3arrow_forward
- A 300mm by 600mm rectangular beam is subjected to uniform ultimate load of Wu=200kN/m over the whole span. The beam is simply supported over a span of 4m. The reinforcements are 2-28 mm diameter compression reinforcement and 4-28 mm diameter tension reinforcement. Use f'c=21MPa, fy=415MPa, stirrups=10mm, and cc=40mm. Calculate the maximum positive moment in the beam in kN.m. and the ultimate moment capacity of the beam section in kN.m.arrow_forwardThe vertical bar is cantilevered to the floor as shown. Determine the moment about B of the given loads.arrow_forwardDetermine the positive moment in the direction of the short side for deck 6. Take the design load to be 9.5 kPa, the beams to be 35x75 cm, and the columns to be 55x55 cm. Consider that the casting is monolithic.arrow_forward
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