Prob. 2.2-6. The three-part axially loaded member in Fig. P2.2-6 consists of a tubular segment (1) with outer diameter 0.75 in., a solid 1.00 in.. and 1.00 in. and inner diameter (d)1 circular rod segment (2) with diameter d2 another solid circular rod segment (3) with diameter d. 0.75 in. The line of action of cach of the three applicd loads is along the centroidal axis of the member. Determine the axial stresses a, 2, and o, in each of the three respective segments. 1.00 in. 0.75 in. (1) (2) (3) 3 kips 2 kips 0.75 in 2 kips

Prob. 2.2-6. The three-part axially loaded member in Fig. P2.2-6 consists of a tubular segment (1) with outer diameter 0.75 in., a solid 1.00 in.. and 1.00 in. and inner diameter (d)1 circular rod segment (2) with diameter d2 another solid circular rod segment (3) with diameter d. 0.75 in. The line of action of cach of the three applicd loads is along the centroidal axis of the member. Determine the axial stresses a, 2, and o, in each of the three respective segments. 1.00 in. 0.75 in. (1) (2) (3) 3 kips 2 kips 0.75 in 2 kips

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 12P

See similar textbooks

Similar questions

The frame has dimensions H1 = 4 m , H2 = 3 m , and L1 = 6 m , and supports two lateral loads P1 = 10 kN and P2 = 12 kN . The area of column AE is 40 cm2 and the area of column BF is 80 cm2 . Gy = 13.3 kN Ax = 11.0 kN a) What is the horizontal reaction from the ground on the base of the column at B? Let a positive reaction be pointing to the left. Bx = ?
Determine the moment of the force with respect to point A for each of the systems shown in fig . P1-26. The 100-Ib force of Fig. P1-26a id vertical and passes through the center of the rec-tangle
A) Calculation of the reaction force FCD at C (directed along the member CD) B) Calculation of the reaction forces at the smooth journal bearing at B (i.e., Bx =?, & Bz =?) C) Calculation of the support reaction forces at the ball-and-socket joint at A (i.e., Ax =?, Ay =?, & Az =?)
Two channels are welded at the tip of the flanges to form a box column. Properties of each channel A = 5485 mm2 tw = 10 mm d = 250 mm bf = 100 mm tf = 15 mm Ix = 52 x 106 mm4 ly = 5 x 106 mm4 Distance from centroidal y-axis of the channel to the outer face of the web, x = 29 mm. Column height = 4 m. and effective length factor K = 1.0. both axes. The major x-axis of the channel is the x-axis of the built up column. Calculate the axial compressive stress in the column due to a concentric load of 815 kN What is the critical slenderness ratio of the built up column?
Two channels are welded at the tip of the flanges to form a box column. Properties of each channel A = 5123 mm2 tw = 10 mm d = 250 mm bf = 100 mm tf = 15 mm Ix = 52 x 106 mm4 ly = 5 x 106 mm4 Distance from centroidal y-axis of the channel to the outer face of the web, x = 29 mm. Column height = 4 m. and effective length factor K = 1.0. both axes. The major x-axis of the channel is the x-axis of the built up column. Calculate the axial compressive stress in the column due to a concentric load of 917 kN
Determine the reactions at the supports and draw the bending moment diagram for the following structure. (Ans : Ax=-6.618, Ay=3.469, Ex=-0.11, Ey=27.178, Fx=-3.272, Fy=19.83, Dy=4.522, MAB=-4.209, MBA=10.331, MBC=-9.964, MCB=6.726, MCD=-11.91, MBE=-0.367, MEB=-0.184, MCF=5.185 )
In the three-pinned arch ACB shown in Fig.P.6.4 the portion AC has the shape of a parabola with its origin at C,while CB is straight.The portion AC carries a uniform horizontally distrihuted load of intensity 30kN/m,while the portion CB carries a uniform horizontally distributed load of intensity 18kN/m.Calculate the normal force,shear force,and bending moment at the point D.
The frame (Figure 1) has dimensions H1 = 4 m , H2 = 3 m , L1 = 5 m , and L2 = 10 m and supports two lateral loads P1 = 10 kN and P2 = 12 kN . a) Use the portal method to determine the shear at J. VJ = ? b) What is the vertical reaction from the ground on the base of the column at AA? Let a positive reaction be pointing upward. Ay = ? c) What is the vertical reaction from the ground on the base of the column at B? Let a positive reaction be pointing upward. By = ?
The frame as shown in FIGURE is hinged at A, B and C.1. Find horizontal reaction for A. a. 150 kNb. 210 kNc. 190 kNd. 250 kN2. Find the horizontal reaction at B. a. 100 kNb. 190 kNc. 150 kNd. 200 kN3. Find the horizontal reaction at C. a. 0 kNb. 190 kNc. 100 kNd. 220 kN
Determine the reactions at supports A and E in Figure P9.48. Area of bar EC = 3 in.2 , IAD = 400 in.4 , and AAD = 8 in.2 ; E = 30,000 kips/in.2
5. Compute the support reactions
what are the fixed end reactions x=10 p1=50 p2=100