A roof slab with beams of R.C. building is shown in figure (1). The roof is subjected to a U.D.L. from dead load and live load. Design R.C beam (B1) for bending moment and shear. Take, Yaund =Ysol = 16 kN/m', Yoncrete =24 kN/m', f'e 30 MPa, and fy -420 MPa. Slab thickness 150 mm, Live load 1.0 kN/m 4 cm concrete tiles- 5 cm sand. 7m 7m 10 cm soil R.C. slab 3 m 3 m Beam Column (Top View) ( Setion in Slab) Figure (1)

A roof slab with beams of R.C. building is shown in figure (1). The roof is subjected to a U.D.L. from dead load and live load. Design R.C beam (B1) for bending moment and shear. Take, Yaund =Ysol = 16 kN/m', Yoncrete =24 kN/m', f'e 30 MPa, and fy -420 MPa. Slab thickness 150 mm, Live load 1.0 kN/m 4 cm concrete tiles- 5 cm sand. 7m 7m 10 cm soil R.C. slab 3 m 3 m Beam Column (Top View) ( Setion in Slab) Figure (1)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Determine the maximum concrete and steel stresses at the point of maximum positive and negative moment. Fc'= 40 Mpa.
Consider the loads of the figure to be axially applied at sections B, C, and D to the concrete structure supported at A. IW E F P G 5 kN 5 kN A Determine P in kN when member BC is 24 mm in diameter, the axial stress in section F is 588 MPa, and W 309822 N. = 10 kN C 10 kN Rigid -bearing plates
Answer in two decimal places please
anwser 2nd part
A T section of a beam is fabricated from 2 - 12 mm x 150 mm steelplates and joined by welding as shown in Figure ST - 904. It carries a live loadof 6.5 kN/m extending half of its span. Neglect the weight 1. Compute the maximum compressive stress. ( bending stress incompression )2. Compute the maximum tensile stress. ( bending stress intension )3. Compute the maximum shear stress. 4. Compute the shear stress between the junction of web and flange. 5. Compute the maximum deflection. EI is constant.
anwser part 4
the floor framing plan of a reinforced concrete building. All beams are 300 mm x 600 mm. The properties are as follows: slab thickness = 100 mm; super imposed dead load = 3 kPa; live load = 4.8 kPa; concrete unit weight = 24 kN/m3. The columns at E and H are deleted thus girder BEHK alone supports beam DEF at E and beam GHI at H. Calculate the uniformly distributed service dead load at beam DEF in kN/m Calculate the uniformly distributed service live load at beam DEF in kN/m.
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