For the beam and loads shown in Fig.(4), Design for shear. (Neglect the self-wt. of the beam). Knowing that fc 28 MPa, Fy 350 MPa, WL= 21 kN/m, Wd-28 kN/m and diameter of the stirrups = 10 mm.

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For the beam and loads shown in Fig.(4), Design for shear. (Neglect the self-wt. of the beam). Knowing that fc 28 MPa, Fy 350 MPa, WL= 21 kN/m, Wd-28 kN/m and diameter of the stirrups = 10 mm.
12m
750
820
Fig. (4)
450
Transcribed Image Text:12m 750 820 Fig. (4) 450
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