Design circular-spiral column on A. (A is on the hinge)
Given: f'c=28 MPa fy=420 MPa
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 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
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 40 kN/m and WL 15 kN/m 2.5 m
Ql: design short tied column to carry dead load 1600 kN and live load 1400 kN. 28 N/mm and Ty -420 N/mm Q2: design circular column spirally reinforced subjected to the following loads P 1000 kN Use fc-28 N/mnn, and fy =420 N/m rm2 Q 3: The 300 x 500 mm column shown in Fig. Q3 is reinforced with 8 No. 29 bars arranged around the column perimeter, providing an area Ast 5160 mm2. A factored load Pu of 1...
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.
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
design an axially loaded short round spiral column to support an axial dead load DL=X an axial live load of LL=Y pg=0.02 as first trial fc=21 mpa fy=420mpa fyt=420 mpa X=1500 KN Y=1750 KN by using ACI 318-14 and ASCE equations
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...