Design the T-section beam for the following:
Given: f'c=28 MPa fy=420 MPa
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Design the T-section beam for the following: Given: f'c=28 MPa fy=420 MPa Wo 40 kN/m and WL 15 kN/m 2.5 m Wo 4...
Design circular-spiral column on A. (A is on the hinge) Given: f'c=28 MPa fy=420 MPa Wo 40 kN/m and WL 15 kN/m 2.5...
Design circular-spiral column on A. (A is on the hinge)
Given: f'c=28 MPa fy=420 MPa
Wo 40 kN/m and WL 15 kN/m 2.5 m
Wo 40 kN/m and WL 15 kN/m 2.5 m
Design the T-section beam then design the circular-spiral column on A accordingly. (A is on the hinge) Given: f'c=28...
Design the T-section beam then design the circular-spiral column
on A accordingly. (A is on the hinge)
Given: f'c=28 MPa fy=420 MPa
Wo 40 kN/m and WL 15 kN/m 2.5 m
Wo 40 kN/m and WL 15 kN/m 2.5 m
o Design the shown cantilevered beam , fc'=28MPa and fy = 420 MPa. Use p=0.5 pmax...
o Design the shown cantilevered beam , fc'=28MPa and fy = 420 MPa. Use p=0.5 pmax DL = 14 KN / m LL = 16 KN/m BIN 3.5 m
reinforced concrete design " Example 2: Design the staircase shown below as transversely spanning, given data: riser R = 175 mm, tread T = 300 mm, f'c = 25 MPa, fy = 300 MPa, yc = 24 kN/m3, finishing load = 1.0 kN/m2, live load = 3.5 kN/m2."
Example 2: Design the staircase shown below as transversely spanning, givendata: riser R = 175 mm, tread T = 300 mm, f'c = 25 MPa, fy = 300 MPa, yc= 24 kN/m3, finishing load = 1.0 kN/m2, live load = 3.5 kN/m2.
Assignment # 2 niath For the cantilever beam shown below, design for the dimensions and the...
Assignment # 2 niath For the cantilever beam shown below, design for the dimensions and the deals flexural steel reinforcement if the Live load is qual to 8 kN/m and the Dead load is equal to beam own weight adding to 5 kN/m. And draw the stress-strain distribution. U T 3 m 300 mm Section A-A Given: f'c=28 MPa Cover= 40 mm 1,= 420 MPa d stir = 10 mm E,= 200000 MPa Yconcrete = 25 kN/m? B, = 0.85...
Assignment # 2 nath For the cantilever beam shown below, design for the dimensions and the...
Assignment # 2 nath For the cantilever beam shown below, design for the dimensions and the deals flexural steel reinforcement if the Live load is qual to 8 kN/m and the Dead load is equal to beam own weight adding to 5 kN/m. And draw the stress-strain distribution. U I 3 m 300 mm Section A-A Given: f'c=28 MPa Cover= 40 mm 1, = 420 MPa d stir = 10 mm E,= 200000 MPa Yconcrete 25 kN/m B, = 0.85...
Design reinforcement for continuous edges of an inner two way slab of size 6.4 m 8 m. 1 Ultimate loads on slab are 6 KN/m' & 8 KN/m2 for DL and LL respectively fc -25MPa fy 420 MPa De...
Design reinforcement for continuous edges of an inner two way slab of size 6.4 m 8 m. 1 Ultimate loads on slab are 6 KN/m' & 8 KN/m2 for DL and LL respectively fc -25MPa fy 420 MPa
Design reinforcement for continuous edges of an inner two way slab of size 6.4 m 8 m. 1 Ultimate loads on slab are 6 KN/m' & 8 KN/m2 for DL and LL respectively fc -25MPa fy 420 MPa
2. Given a simply supported beam shown in figure below with the cross section at maximum...
2. Given a simply supported beam shown in figure below with the cross section at maximum moment. The beam supports a uniform service dead load of WDL =30 kN/m (excluding own weight of beam), Pll = 270 kN. Use fc' = 30 MPa; fy = 400 MPa. Calculate design strength OMn for the cross section shown in the figure. Check the strains in the steel esi. LL , 75-40-100 -775 90 90 WOL 710 650 5030 -15000 mm
simply supported reinforced concrete beam of rectangular section is hung on the left end by a 400mm square post working in tension, as shown in the figure below. The beam supports a uniform dead l...
simply supported reinforced concrete beam of rectangular section is hung on the left end by a 400mm square post working in tension, as shown in the figure below. The beam supports a uniform dead load (DL) gf 100 KN/m (excluding its own weight) and upiform live load LL) of 40KN/m. The beam is reinforced with 025 longitudinal rebars with 40mm cleat cover to the stirrups. Material properties: fy 420 MPa, fe 25 MPa. Beam dimension b 400mm and h 600mm....
The beam shown in Figure 1 has a clear span length of L = 7.6 m...
The beam shown in Figure 1 has a clear span length of L = 7.6 m and x : 1.5 m. The beam cross section is shown in Figure 2 and supports the following loads: WL = 30 kN/m. Wb = 50 kN/m, Q.-50 kN, QD = 80 kN, and supports its own weight. Assume f,'-25 MPa,.-420 MPa, b-350 mm. d-702 mm, h 750 mm, colinn width-450 1. Calculate the beam own weight 2. Calculate the ultimate loads applied on...
Design circular-spiral column on A. (A is on the hinge)
Given: f'c=28 MPa fy=420 MPa
Wo 40 kN/m and WL 15 kN/m 2.5 m
Wo 40 kN/m and WL 15 kN/m 2.5 m
Design the T-section beam then design the circular-spiral column
on A accordingly. (A is on the hinge)
Given: f'c=28 MPa fy=420 MPa
Wo 40 kN/m and WL 15 kN/m 2.5 m
Wo 40 kN/m and WL 15 kN/m 2.5 m
o Design the shown cantilevered beam , fc'=28MPa and fy = 420 MPa. Use p=0.5 pmax DL = 14 KN / m LL = 16 KN/m BIN 3.5 m
Assignment # 2 niath For the cantilever beam shown below, design for the dimensions and the deals flexural steel reinforcement if the Live load is qual to 8 kN/m and the Dead load is equal to beam own weight adding to 5 kN/m. And draw the stress-strain distribution. U T 3 m 300 mm Section A-A Given: f'c=28 MPa Cover= 40 mm 1,= 420 MPa d stir = 10 mm E,= 200000 MPa Yconcrete = 25 kN/m? B, = 0.85...
Assignment # 2 nath For the cantilever beam shown below, design for the dimensions and the deals flexural steel reinforcement if the Live load is qual to 8 kN/m and the Dead load is equal to beam own weight adding to 5 kN/m. And draw the stress-strain distribution. U I 3 m 300 mm Section A-A Given: f'c=28 MPa Cover= 40 mm 1, = 420 MPa d stir = 10 mm E,= 200000 MPa Yconcrete 25 kN/m B, = 0.85...
Design reinforcement for continuous edges of an inner two way slab of size 6.4 m 8 m. 1 Ultimate loads on slab are 6 KN/m' & 8 KN/m2 for DL and LL respectively fc -25MPa fy 420 MPa
Design reinforcement for continuous edges of an inner two way slab of size 6.4 m 8 m. 1 Ultimate loads on slab are 6 KN/m' & 8 KN/m2 for DL and LL respectively fc -25MPa fy 420 MPa
2. Given a simply supported beam shown in figure below with the cross section at maximum moment. The beam supports a uniform service dead load of WDL =30 kN/m (excluding own weight of beam), Pll = 270 kN. Use fc' = 30 MPa; fy = 400 MPa. Calculate design strength OMn for the cross section shown in the figure. Check the strains in the steel esi. LL , 75-40-100 -775 90 90 WOL 710 650 5030 -15000 mm
simply supported reinforced concrete beam of rectangular section is hung on the left end by a 400mm square post working in tension, as shown in the figure below. The beam supports a uniform dead load (DL) gf 100 KN/m (excluding its own weight) and upiform live load LL) of 40KN/m. The beam is reinforced with 025 longitudinal rebars with 40mm cleat cover to the stirrups. Material properties: fy 420 MPa, fe 25 MPa. Beam dimension b 400mm and h 600mm....
The beam shown in Figure 1 has a clear span length of L = 7.6 m and x : 1.5 m. The beam cross section is shown in Figure 2 and supports the following loads: WL = 30 kN/m. Wb = 50 kN/m, Q.-50 kN, QD = 80 kN, and supports its own weight. Assume f,'-25 MPa,.-420 MPa, b-350 mm. d-702 mm, h 750 mm, colinn width-450 1. Calculate the beam own weight 2. Calculate the ultimate loads applied on...
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