An wants Engineer to convert a tied rectangular column to a spiral column having H=500mm and b=300mm, f'c = 21Mpa and fy= 276Mpa. The Column is reinforced with 6-25mm deformed bar. Determine the pitch of the spiral confinement. assume concrete cover is 40mm and diameter of stirrups = 10mm. Use exact value in millimeter and 3 decimal places.

An wants Engineer to convert a tied rectangular column to a spiral column having H=500mm and b=300mm, f'c = 21Mpa and fy= 276Mpa. The Column is reinforced with 6-25mm deformed bar. Determine the pitch of the spiral confinement. assume concrete cover is 40mm and diameter of stirrups = 10mm. Use exact value in millimeter and 3 decimal places.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Calculate Mn
The hollow core panel is made from plain stone concrete. Determine the dead weight of the panel in kips. The holes each have a diameter of 5 inches. The unit weight of concrete is 144 lb/ft³. 10 in. | -12 in 12 in 12 in 12 in 12 in 12 in. 12 ft
A rectangular concrete beam has a width of 300mm and an effective depth of 550mm. The cantilever beam is loaded as shown. Assume f = 21 MPa and fy = 312 MPa. Compression reinforcement if necessary shall be placed at a depth 80mm from the outermost compression concrete. Determine the required number of 25mm tension bars. Draw the details of the rectangular beam. 20 kN/m 3 m 2 m 2 m 40 kN
Answer should be on the choices. Please provide a NEAT or CLEAN SOLUTION. I need a written solution.so i can understand it really well. thanks
Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Top tie 4. Assume that the wet concrete (s.w. = 150 Ibf/ft3) behaves as a liquid. Determine the force per unit foot of length exerted on the forms. If the forms are held in place as shown, with the ties between vertical braces spaced every 2 ft, what force is exerted on the bottom tie? Brace Form 9 ft Concrete Bottom tie
1/ Calculate maximum deflection of the beams (This was solve it) 2/ Check the suitability of the section assuming the code limitation of L/240. 3/ If maximum deflection doesn’t meet the code requirement, propose your solution
Please solve with complete detailed solution. Thank you.
Need Complete an elaborate solution Design a square base plate to support 12 mm thick pipe column with an inside diameter of 400 mm. The base plate minimum dimension is 500 mm. To design plate thickness, convert the circular perimeter of the pipe into an equivalent square with an area equal to the original circle. The loads are PDL = 700 kN and PLL =320 kN. Assume that the pipe is to rest on a very wide slab. Use A-36 steel and concrete fc’ = 25MPa and ASD.
Put detailed solution and free body diagram. The topic is shear and bearing stresses.
i need clear ans and solve very very fast in 20 min and thank you | ᴅʏʙᴀʟᴀ ?✨؛
Note: ... HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 x 53 A572 Grade 50 From Situation 1: c. Compute the Euler's Buckling load (kips) Round your answer to 3 decimal places. Add your answer From Situation 1: d. Governing Nominal Compressive strength based on AISC E3-2 or E3-3 (kips) Round your answer to 3 decimal places. Add your answer