SITUATION IV:A reinforced concrete spiral columncarries dead axial load of 500 kN and alive axial load of 800 kN. f'c = 28 MPa;fy = 415 MPa20. What is the factored axial loadcarried by the column?b. 1640 kNd. 1500 kNa. 1880 kNc. 1650 kN21. What is the minimum diameter ofthe column if it has a steel ratio of0.035?а. 300 kNс. 350 kNb. 400 kNd. 450 kN22. Find the number of required 20 mmdiameter bar that will be used if it isthe reinforcement of the column.а. 1b. 6С. 8d. 1023. Compute for the pitch if fyh =275 MPa and clear cover to be 30mm. Use 10mm diameter bar.a. 45 mmb.60 mmс. 50 ттd. 30 mm

Answered: Image /qna-images/answer/43f1c226-c82e-445f-ac38-d93ebdab7ca9.jpg

SI IV: A reinforced concrete spiral column carries dead axial load of 500 kN and a live axial load of 800 kN. f'c = 28 MPa: fy = 415 MPa 20. What is the factored axial load carried by the column? а. 1880 kN c. 1650 kN b. 1640 kN d. 1500 kN 21. What is the minimum diameter of the column if it has a steel ratio of 0.035? a. 300 kN b. 400 kN c. 350 kN d. 450 kN 22. Find the number of required 20 mm diameter bar that will be used if it is the reinforcement of the column. а. 4 b. 6 d 10

SI IV: A reinforced concrete spiral column carries dead axial load of 500 kN and a live axial load of 800 kN. f'c = 28 MPa: fy = 415 MPa 20. What is the factored axial load carried by the column? а. 1880 kN c. 1650 kN b. 1640 kN d. 1500 kN 21. What is the minimum diameter of the column if it has a steel ratio of 0.035? a. 300 kN b. 400 kN c. 350 kN d. 450 kN 22. Find the number of required 20 mm diameter bar that will be used if it is the reinforcement of the column. а. 4 b. 6 d 10

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

Determine the force member DE? 2 m 2 m 160 kN 160 kN 2.
Solve b
Need asap pls. Thanks.
From the figure shown, 10' kN 3 m 20 kN 5 m 3 m 5 m В C a. Determine the axial force of girder GH. b. Determine the axial force of column EH. c. Determine MA, MB and Mc.
The unsymmetrical built-up section of the given dimensions supports the given load shown. Determine the maximum fv or the beam shear developed in MPa. 10 KN 7 KN 6 KN/m 12 KN/m 1m 3m 2m a
Calculate the force in member BG. 2 kN 2 m В 2 m C 2 m A G 3 m 4 kN F E O 8.00 kN (T) O 2.00 kN (C) O NONE OF THE GIVEN CHOICES O 2.00 kN (T) 8.00 kN (C)
Problem Number 5 h = 8 m A 1 kN F 1 kN J B C E G 5 kN 5 kN 5 kN 1 kN D 1 kN 12. Calculate the force at member GH a. 1.859kN T O b. 1.859kN C O c. 1.371kN T O d. 1.371kN C H 1 kN K I 6 panels @ 5 m = 30 m- L
A wooden beam 150mm wide by 300mm deep is loaded as shown. If the maximhm flexural stress is 8MN/m^2. Find the maximum values of1.)W(kN/m)2.) P (kN)
1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for tension. Using an effective depth of d = 450 mm, determine if the 2.50 m long beam is adequate to carry a uniform load of 15 KN/m and a concentrated load of 10 KN at the cantilever end. Use f'c = 21 MPa, fy = 275 MPa. Neglect the weight of beam. Use n = 9 (Alternate Method of Design) %3D %3D %3D 2. Referring to #1, using the same data, determine if the cantilever beam is adequate based on strength design 2001 NSCP specifications. The 15 KN/m load is DL while the 10KN load is LL.