Given the concrete (f c=6000 psi) I-beam shown in Figure 1 for the given loading: -draw the shear & moment diagrams -determine Vmax & Mmax -using ASD (Allowable Stress Design) method, check to see if the given loading produces stresses within the given allowable range (check both Omax & Vmax) Using ACI 318-99, allowable stresses are -for flexure, f. = .45f". -for shear, vc 1.1Vf. (HINTS: -note that the beam is symmetric about both axes -Ix for a triangle is (1/36)bh³+Ad² )
Given the concrete (f c=6000 psi) I-beam shown in Figure 1 for the given loading: -draw the shear & moment diagrams -determine Vmax & Mmax -using ASD (Allowable Stress Design) method, check to see if the given loading produces stresses within the given allowable range (check both Omax & Vmax) Using ACI 318-99, allowable stresses are -for flexure, f. = .45f". -for shear, vc 1.1Vf. (HINTS: -note that the beam is symmetric about both axes -Ix for a triangle is (1/36)bh³+Ad² )
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1 Given
VIEWStep 2 Determination of support reactions
VIEWStep 3 Shear force and Bending moment diagram
VIEWStep 4 Moment of Inertia of the section
VIEWStep 5 Determination of Bending stress
VIEWStep 6 Determination of Shear stress
VIEWStep 7 Check for allowable stresses in accordance to ACI 318-99
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