For the given beam shown in Figure 1 with fe'= 35 MPa, fy = 400 MPa,...

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For the given beam shown in Figure 1 with fe'= 35 MPa, fy = 400 MPa, ag = 20 mm it is required to: a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads. b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN, assuming Mf at the critical section = 260 kN.m. c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210 KN, assuming Mf at the critical section = 260 kN.m. d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam span. 4-30M .... 0.5 m 250mm Sec. 1-1 8.5 m 8.5 m 320 KN S.F.D 650 mm 0.5 m 320 KN աարտ For the given beam shown in Figure 1 with fe'= 35 MPa, fy = 400 MPa, ag = 20 mm it is required to: a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads. b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN, assuming Mf at the critical section = 260 kN.m. c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210 KN, assuming Mf at the critical section = 260 kN.m. d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam span. 4-30M .... 0.5 m 250mm Sec. 1-1 8.5 m 8.5 m 320 KN S.F.D 650 mm 0.5 m 320 KN աարտ For the given beam shown in Figure 1 with fe'= 35 MPa, fy = 400 MPa, ag = 20 mm it is required to: a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads. b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN, assuming Mf at the critical section = 260 kN.m. c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210 KN, assuming Mf at the critical section = 260 kN.m. d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam span. 4-30M .... 0.5 m 250mm Sec. 1-1 8.5 m 8.5 m 320 KN S.F.D 650 mm 0.5 m 320 KN աարտ For the given beam shown in Figure 1 with fe'= 35 MPa, fy = 400 MPa, ag = 20 mm it is required to: a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads. b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN, assuming Mf at the critical section = 260 kN.m. c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210 KN, assuming Mf at the critical section = 260 kN.m. d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam span. 4-30M .... 0.5 m 250mm Sec. 1-1 8.5 m 8.5 m 320 KN S.F.D 650 mm 0.5 m 320 KN աարտ For the given beam shown in Figure 1 with fe'= 35 MPa, fy = 400 MPa, ag = 20 mm it is required to: a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads. b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN, assuming Mf at the critical section = 260 kN.m. c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210 KN, assuming Mf at the critical section = 260 kN.m. d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam span. 4-30M .... 0.5 m 250mm Sec. 1-1 8.5 m 8.5 m 320 KN S.F.D 650 mm 0.5 m 320 KN աարտ For the given beam shown in Figure 1 with fe'= 35 MPa, fy = 400 MPa, ag = 20 mm it is required to: a) Design the stirrups needed to satisfy the shear requirements neglecting axial loads. b) Design the stirrups needed to satisfy the shear requirements considering an axial tension of 210 kN, assuming Mf at the critical section = 260 kN.m. c) Design the stirrups needed to satisfy the shear requirements considering an axial compression of 210 KN, assuming Mf at the critical section = 260 kN.m. d) Draw the beam (designed in part a above) in elevation, showing the stirrups locations along the beam span. 4-30M .... 0.5 m 250mm Sec. 1-1 8.5 m 8.5 m 320 KN S.F.D 650 mm 0.5 m 320 KN աարտ

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Given b Depth D 650 effective depth d Design for shear Lets take stimups area Asu ... View the full answer