Check the adequacy of a 6-m cantilever beam if it carries a triangular factored loading of 80 kN/m at support and 0 kN/m at free end. Use Fy = 345 MPa and W310X97 section. The beam is laterally-supported at the support only with unbraced length of 6 m. W310X97 Properties: A = 12,300 mm² ry = 76.7 mm Zx = 1590 X 10³ mm³ Sx 1440 X 10³ mm³ rx = 134 mm d = 307 mm bf = 305 mm = J = 907 X 10³ mm4 Cw=1550 X 10⁹ mm6 tw = 9.91 mm tf = 15.4 mm lx = 222 X 106 mm4 ly = 72.4 X 106 mm4 Zy = 723 X 10³ mm³ Sy = 477 X 10³ mm³

Check the adequacy of a 6-m cantilever beam if it carries a triangular factored loading of 80 kN/m at support and 0 kN/m at free end. Use Fy = 345 MPa and W310X97 section. The beam is laterally-supported at the support only with unbraced length of 6 m. W310X97 Properties: A = 12,300 mm² ry = 76.7 mm Zx = 1590 X 10³ mm³ Sx 1440 X 10³ mm³ rx = 134 mm d = 307 mm bf = 305 mm = J = 907 X 10³ mm4 Cw=1550 X 10⁹ mm6 tw = 9.91 mm tf = 15.4 mm lx = 222 X 106 mm4 ly = 72.4 X 106 mm4 Zy = 723 X 10³ mm³ Sy = 477 X 10³ mm³

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

The beam is 8m long. Let P = 40 kN, Q = 4 kN/m, L =8m. Find: 1. Slope at L/3. 2. Deflection at L/3.
If E=200 GPa. a. Determine the slope at support A. b. Determine displacement at 8m from the left support.
3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KN
Determine the vertical displacement of joint C of the truss as shown. Assume that A = 0.5 in2 and E = 29(103) ksi.
Construct the shear-force diagram and identify the largest positive shear force. Assume a = 5.3 ft, b = 10.6 ft, c = 21.2 ft, w = 1150 lb/ft, and P = 1300 lb. Construct the shear force diagram for the beam. Determine the shear force at the following points:x = 5.3 ft. (-) (i.e. just to the left of point B)x = 5.3 ft. (+) (i.e. just to the right of point B)x = 15.9 ft. (-) (i.e. just to the left of point C)x = 15.9 ft. (+) (i.e. just to the right of point CAnswer:Vx = 5.3 ft. (-) = lbVx = 5.3 ft. (+) = lbVx = 15.9 ft. (-) = lbVx = 15.9 ft. (+) = lb
A 6m simply supported beam AB carries 2 concentrated downward loads of P=48KN each placed at third points of the beam span. With constant EI=21000 KN-m2. Using Double Integration Method (DIM) with origin taken at point A (left support) where 0 ≤ x ≤ 6m, calculate the first constant of integration, C1? Express your answer in KN-m2 in 2 decimal places.
The section of an I beam is made out of two identical flanges and a web. The width of Flange is 260mm and thickness 25mm. Web thickness is 10mm and the total depth of the section is 715 mm. fy=300mPa, ZX=5760X103 mm3 and SX=6390X103mm3. Determine the moment section capacity of the section
A truss is loaded with nodal force at C as shown TOS-003. If the truss members have identical rectangular section of 5 cm x 8 cm, with E = 70 GPa, compute the vertical displacement at joint C .
4.2 (A). A rectangular section beam has a depth equal to twice its width. It is the same material and mass per unit length as an I-section beam 300 mm deep with flanges 25 mm thick and 150 mm wide and a web 12 mm thick. Compare the flexural strengths of the two beams. C8.59: 1.3
A short Column is subjected to a factored axial laod Pu = 3,614 kN , fc'=27.6 MPa, fy=414.6 MPa. Assume Moments are negligible, what is the minimum gross cross sectional area required if it is a tied column
Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 ; w = 1445 kN/m ; E = 2.15x10^7 KPa
Determine the bending moment 7.92 ft to the right of point B for the beam shown belowif P = 500 lb, Q = 743 lb, R = 591 lb, x = 5.22 ft, y = 5.62 ft, and z = 5.1 ft.