
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
1. What is the value of Vu at a distance "d" from the face of the support?
2. What is the value of Tu at a distance "d" from the face of the support?
3. What is the value of the nominal shear strength of the concrete?

Transcribed Image Text:A reinforced concrete cantilever beam has a span of 5m. It supports a factored load of 60kN/m applied 150mm off the centerline of the cross-section of the beam. It has a
width of 400mm and an effective depth of 600mm with a total height of 700mm. It is reinforced in tension with 4-20mm diameter bars and 2-16mm diameter bars for
compression. Design the beam for shear and torsional web reinforcements using 12mm diameter bars and design also the additional longitudinal reinforcement for torsion.
Neglect the weight of the beam. Use NSCP 2010 and simplified analysis for nominal shear strength of concrete. Draw the section of the beam along with the shear and
longitudinal reinforcements. Use 16mm diameter bars for middle longitudinal torsional reinforcements.
f'c = 21 MPa; fy = 275 MPa
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- A standard brick (dimensions 8 in. x 4 in. x 2.5 in.) is compressed lengthwise by a force P, as shown in the figure. 8 in. 4 in. 2.5 in. If the ultimate shear stress for brick is 1,753 psi and the ultimate compressive stress is 4,300 psi, what force Pmax is required to break the brick? (Enter the magnitude in Ib.) Ibarrow_forwardWhat is the value of the Whitney stress block parameter, β1β1, for 6000 psi concrete?arrow_forwardPROBLEM TO SOLVE: 600 mm 400 mm 6-25mm diam. 90 mm Using fc' = 28 MPa, Mmax = +320 kNm Determine the following: a. Cracking Moment (kNm) b. Compressive Stress felt by concrete (MPa) c. Tension Stress felt by the tension bars (MPa) d. Moment of Inertia under critical condition e. Demand Capacity Ratio of Concrete under Compression Stress f. Compression force on concrete (kN) g. Distance of the compression concrete force from the neutral axis (mm)arrow_forward
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