Consider the portal frame as shown in the figure. Plastic moment capacity of all members is 100 kNm. Load factor for the portal frame is calculated by using beammechanism and sway mechanism only.20 kN/m30 kNC6m4 mDWhich of the following statement(s) is/are correct?By beam mechanism load factor is 2.22.Correct OptionBBy sway mechanism load factor is 3.33.Correct OptionCBy sway mechanism load factor is 2.22.DBy beam mechanism load factor is 3.33.

Consider the portal frame as shown in the figure. Plastic moment capacity of all members is 100 kNm. Load factor for the portal frame is calculated by using beam mechanism and sway mechanism only. 20 kN/m 30 kN 6 m 4 m Which of the following statement(s) is/are correct? By beam mechanism load factor is 2.22. Correct Option B By sway mechanism load factor is 3.33. Correct Option C By sway mechanism load factor is 2.22. D By beam mechanism load factor is 3.33.

Consider the portal frame as shown in the figure. Plastic moment capacity of all members is 100 kNm. Load factor for the portal frame is calculated by using beam mechanism and sway mechanism only. 20 kN/m 30 kN 6 m 4 m Which of the following statement(s) is/are correct? By beam mechanism load factor is 2.22. Correct Option B By sway mechanism load factor is 3.33. Correct Option C By sway mechanism load factor is 2.22. D By beam mechanism load factor is 3.33.

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

skip if you already did this or else downvote
Help me answer & find the solutions pls.
Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 14 MPa. Answer must be in mm. Given: a = 1 m, b = 3 m, c = 2 m, P = 6 kN, and w = 2 kN/m. am w kN/m R₁ PKN cm (not scaled) bm 260 mm
Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 13 MPa. Answer must be in mm. Given: a = 1 m, b= 4 m, c = 1 m, P = 7 kN, and w = 4 kN/m. P KN w kN/m cm (not scaled) 220 mm bm a m Ra Ri
Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 14 MPa. Answer must be in mm. Given: a = 1 m, b = 3 m, c = 2 m, P = 7 kN, and w = 2 kN/m. P KN cm w kN/m (not scaled) 290 mm a m bm b Ri R2
need asap pleaseee.
Determine the design compressive strength (kips) of a A36 steel column, W 10 X 33 with a total length of 20 feet (both pin-end connection). Use K = 1.0 and E = 29,000 ksi, Fy = 50 ksi. No need to check the local stability of the column. W10x33 ... A = 9.71 d = 9.730 tw = 0.290 bf = 7.960 tf = 0.435 rx = 4.190 ry = 1.940
please put in 3 decimal places thank you for the help
Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 13 MPa. Answer must be in mm. Given: a = 1 m, b = 3 m, c = 2 m, P = 6 kN, and w = 3 kN/m. P kN cm w kN/m (not scaled) 250 mm am b m b. R1 R2
Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 12 MPa. Answer must be in mm. Given: a = 1 m, b = 4 m, c = 2 m, P = 7 kN, and w = 4 kN/m. P KN cm w kN/m (not scaled) 270 mm bm a m R2 RI
FN-01: ANALYSIS OF FLEXURAL MEMBERS Problem 01: Consider the beam loaded as shown and determine the following. Use Pn 10 x Class number + 50 kN. 1. The maximum bending moment 2. The maximum Shear 3. Maximum Deflection 4. Determine the bending coefficient. Show complete and orderly solution. w=5kN/m 1.50m 2Pn x marks are the location of lateral bracings 5.0m 3.0m
Helps*