575. Determine the maximum and minimum shearing stress in the web of the wide flange section in Fig. P-575 if V = 100 kN. Also, compute the percentage of vertical shear carried only by the web of the beam. Ans. Max. 7= 30.5 MPa; Min. = 23.5 MPa; 90.2% -120 mm- 20 mm 160 mm 20 mm Figure P-575 and P-576 576. Rework Prob. 575 assuming that the web is 200 min instead of 160 mm. IST

575. Determine the maximum and minimum shearing stress in the web of the wide flange section in Fig. P-575 if V = 100 kN. Also, compute the percentage of vertical shear carried only by the web of the beam. Ans. Max. 7= 30.5 MPa; Min. = 23.5 MPa; 90.2% -120 mm- 20 mm 160 mm 20 mm Figure P-575 and P-576 576. Rework Prob. 575 assuming that the web is 200 min instead of 160 mm. IST

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 square vertical panel ABCD in Fig. is submergedin water at 20 ° C. Side AB is at least 1.7 m below the surface.Determine the difference between the hydrostatic forces onsubpanels ABD and BCD .
Application of Equilibrium Solve for the value of unknown variables Given : P1 = 10KN W1 = 5 KN/m P2 = 6 KN W2 = 10 KN/m θ= 58° a.Unknowns: RAy , RBy , RBx , MB b. compute the internal shear 1.35 m to the right of support A
Calculate the critical shear Vu in kN.0
calculate the Shear Force in kips at Point B (Member BC)
For the frame and loadings shown P=2240 KN, and F=1120 magnitude of verticalreaction at E magnitude of verticalreaction at A magnitude of verticalreaction at C
B. Calculate the maximum shear and moment at a point 6m from the left support. Highway uniform load = 100 kN/m; highway point load = 200 kN; uniform dead load = 30 kN/m; point dead load at midspan = 50 kN.
1. what is the maximum moment in the beam? answer in KN-m 2. what is the maximum shear in the beam? what is the highest shear force at 6m? (kN) 3. what is the shear force at the free end of the beam? 4. what is the highest shear force at 6m? (kN 1Decimal point)
d. What is the location of the absolute maximum shear from the left end of the beam? (in m) e. What is the absolute maximum moment in the beam? (in kNm) f. What is the location of the absolute maximum moment from the left end of the beam? (in m)
a. What is the absolute maximum shear in the beam? (in kN) b. What is the location of the absolute maximum shear from the left end of the beam? (in m) c. What is the absolute maximum moment in the beam? (in kNm)
A beam is loaded as shown in FIGURE X.1. Which of the following gives the max. shear? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN2. Which of the following gives the max. positive moment? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN3. Which of the following gives the location of max. pos. moment from point B? a. 2.25 mb. 2.75 mc. 2.5 md. 2.35 m
g.) What is the moment of inertia (I) about the neutral axis of the section? (in mm^4) h.)What is the first moment of an area (Q) about the neutral axis of the section? (in mm^3) i.)What is the maximum shearing stress (fv) of the beam? (in MPa)
The Beam has a span of 9 m, fixed at both ends and carries a uniformly distributed load of w = 25 kN/m throughout its length. The beam is W 16 x 77 with the following properties: bf = 260 mm tf = 19.3 mm d = 420 mm tw = 11.6 mm Ix = 462. 02 x 106 mm4 Iy = 57.44 x 106 mm4 a. Calculate the maximum bending stress in the beam, in MPA. b. Calculate the average shearing stress in the web, in MPa.