- Figure 1 Shows A Beam With I Roller Supports At A And E Ii Pinned Support At C And Iii An Internal Hinge At B A 1 (73.01 KiB) Viewed 12 times
Figure 1 shows a beam with (i) roller supports at A and E, (ii) pinned support at C and (iii) an internal hinge at B. a.
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Figure 1 shows a beam with (i) roller supports at A and E, (ii) pinned support at C and (iii) an internal hinge at B. a.
Figure 1 shows a beam with (i) roller supports at A and E, (ii) pinned support at C and (iii) an internal hinge at B. a. Draw the influence lines for support reactions at A, C and E; shear force just to the left of support C and shear force just to the right of support C. b. The beam carries a dead load due to self-weight of 2 kN/m, a concentrated live load of 20 kN, and a uniform live load of 4 kN/m. Determine the maximum bending moment that can be developed at D. Hinge A B E A I 2m2m2m 4m + Figure 1.