a) For the two-storey building cross section shown below, calculate: w 35KN/m w = 35KN/m Roof w =55KN/m w = 40KN/m 1st floor Ground floor 3m 3m 3m 8m 8m A C D E F Column self-weight 2kN/m i) Bending moment in roof beam between gridlines D to F. ii) Bending moment in 1st floor beam between gridlines C to D. iii) Axial load in column on gridline B just above 1st floor level. iv) Axial load in column on gridline D just above the foundation. v) Axial load in column on gridline E just above the foundation.

a) For the two-storey building cross section shown below, calculate: w 35KN/m w = 35KN/m Roof w =55KN/m w = 40KN/m 1st floor Ground floor 3m 3m 3m 8m 8m A C D E F Column self-weight 2kN/m i) Bending moment in roof beam between gridlines D to F. ii) Bending moment in 1st floor beam between gridlines C to D. iii) Axial load in column on gridline B just above 1st floor level. iv) Axial load in column on gridline D just above the foundation. v) Axial load in column on gridline E just above the foundation.

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

Give me right solution according to the question
Please answer it asap for an upvote. El
Design the beam shown in figure using ultimate strength method, f = 28 MPa, f, = 400 MPa. L. L. = 20 kN D. L. 10 kN/m B 500 mm 2 m / -6.0 m F350mm"
Example No.3: A simply supported beam shown in figure of 6.1 m span. It is reinforced with equivalent of four wires of 64.5 mm² each pretensioned to initial stress of 1103 MPa. Compute the total dead and live load moment that can be carried by the beam. Assume fc'= fci'-35 MPa, R=0.8. Assume all live loads are sustained. 200 mm 75 mm 32 mm 75 mm 32 mm 200 mm
Q.7 Calculate force in given frame building with following data: (i) Column size = 375 x 375 mm (ii) Beams size = 300 x 375 mm (iii) Brick wall thickness 150 mm (iv) Floor thickness = 120 mm = (v) Live load on the floor = 4.0 kN/m² (vi) Storey height = 4.0 m each (vii) No. of storeys = 5 y 5@5.0m Plan 2@5.0m [R.T.U. 2017] X
В 70 mm M 70 mm 70 mm 70 mm 70 mm 70 mm A beam is bent about its centroidal horizontal axis by moment M as shown. The allowable stresses for the material used in the beam are 120 MPa in tension and 180 MPa in compression. Determine the maximum moment that can safely be applied to the beam. Express your answer in kNm and using three significant digits.
The framing plan of a two-storey post tensioned structure is shown below. Due to some issues, the owner suggest to change the corner columns to equivalent circular columns of the same section modulus as the initial square columns designated as shown in the figure. The size of the square columns is 0.50 by 0.50m. Height per level is 3.60 meters. E = 24.84 x 106 kPa and G = 9.92 x 106 kPa. Use column A-1 as building reference point. Assume the lateral force is acting from north to south direction. Considering the framing plan below as a typical floor framing plan: Set your calculator to 5 decimal places. Determine the stiffness for column D-1. A. 35.6 B. 32.5 C. 31.5 D. 37.4 Determine the stiffness for column 2-D. A. 35.6 B. 32.5 C. 31.5 D. 37.4 Determine the stiffness for column D-3. A. 35.6 B. 32.5 C. 31.5 D. 37.4 Determine the stiffness for column D-4. A. 35.6 B. 32.5 C. 31.5 D. 37.4
ANSWER ALL PLS.
A 500-mm-diameter, non-slender, spiral column is symmetrically reinforced with six 25 mm vertical bars. Calculate the nominal strength (kN) of this column if subjected to axial load only. Given f'c - 27 MPa and fy - 414 MPa. O 3,607 O 4,526 O 4,809 O 5,657
Current Attempt in Progress For the beam shown, calculate the beam slope at D. Assume that a = 4.4 ft, b = 6.6 ft, c= 8.8 ft, w = 1700 lb/ft, P = 2500 lb, and El = 528000 kip-in.². A Answer: OD i a Save for Later W B b P ITIV rad с C D
please refer to the example below 1. What is the relative stiffness of span AB, KAB? a. 0.375 I b. 0.125 I c. 2.667 I d. 0.250 I 2. What is the relative stiffness of span BC, KBC? a. 0.250 I b. 0.125 I c. 4.0 I d. 0.375 I 3. What is the distribution factor at point A for span AB, DFA? a. 1.0 b. 0.0 c. 0.6 d. 0.4 4. What is the distribution factor at point B for span AB, DFB1? a. 0.6 b. 0.4 c. 1.0 d. 0.0 5. What is the distribution factor at point B for span BC, DFB2? a. 0.4 b. 0.6 c. 1.0 d. 0.0 6. What is the distribution factor at point C for span BC, DFC? a. 0.0 b. 1.0 c. 0.6 d. 0.4
Question 9 of 10 View Policies Current Attempt in Progress Answers: kN -/2 E P