The frame (Fiqure 1) has dimensions H = 4 m, H = 3 m and L = 6 m, and supports two lateral loats P - 10 kN and P=12 kN. The area ofcolumn AEIS 40 cm and the area of column BF is 80 cmPart A- Column axial loadsUse the cantilever method to determine the axial force at G.Express your answer with the appropriate units to three significant figures.> View Available Hint(s)Gy-ValueUnitsP.-H,7.P.-H.7. Part B- Shear at AWhat is the horizontal reaction from the ground on the base of the column at A? Let a positive reaction be pointing to the left.Express your answer with the appropriate units to three significant figures.> View Available Hint(s)HAA, =ValueUnitsSubmitPart C- Shear at BWhat is the horizontai reaction from the ground on the base of the column at B? Let a positive reaction be pointing to the left.Express your answer with the appropriate units to three significant figures.> View Available Hint(s)B,-ValueUnits

Answered: Image /qna-images/answer/ab917189-aebc-4735-a75f-f0211d7382e2.jpg

The frame (Figure 1) has dimensions H, =4 m, H =3 m and L =6 m, and supports two lateral loats P-10 kN and P-12 kN. The area of column AE is 40 Cm and the area of column BF is 80 cm Part A-Column axial loads Use the cantilever method to determine the axial force at G. Express your answer with the appropriate units to three significant figures. >View Available Hint(s) Gy- Value Units P. 7. D. H G B.

The frame (Figure 1) has dimensions H, =4 m, H =3 m and L =6 m, and supports two lateral loats P-10 kN and P-12 kN. The area of column AE is 40 Cm and the area of column BF is 80 cm Part A-Column axial loads Use the cantilever method to determine the axial force at G. Express your answer with the appropriate units to three significant figures. >View Available Hint(s) Gy- Value Units P. 7. D. H G B.

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

2. For the truss shown below, determine the forces in members UP, QL, JK. Assign a negative value for tensile forces and positive value for compressive forces. Use 3 decimal places accuracy for the final answer. QR S TU H. N B DE F OG P1 P1 P2 P2 P2 P1 L Given • P1 = 32 kN • P2 = 44 kN • L1 = 5 m • L2 = 3 m . H= 3 m
Mechanics
Explain
Engineering Mechanics (Upvote will be given. Please write the complete solutions legibly. No long explanation needed. Box the final answer. Round to the nearest whole number. Include negative sign if DOWNWARD.) Compute for the internal forces for all members of the truss shown: a. Reaction at A and H b. Member AB, AC, and BC
A portal frame shown in figure (not drawn to scalé) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in the horizontal direction. The flexural rigidity. El, of each member is 106 kNm². Under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be 5 m Q El El 10 m 50 kN
3. The roof truss is subjected to the loadings shown. Determine the force in each member and indicate if the members are in tension or compression. Approximate each joint as a pin. 200 N C 300 N 300 N 1.5 m B, D. 4 m 3 т H 3т G F 3 m 3 т o00 00 00 o oo 150 N Paint X ite
answer only letters D and E
For the given girders of the frame shown which carries a uniform load of 12 kN/m along span GH and HI and a uniform load of 36.2 kN/m along span DE and EF. Dimensions are given as follows: A = 3.7 meters B = 5.1 meters C = 7.4 meters Using the approximation for building frames under vertical loads. G [A] [A] [B] [C] Compute the value of the absolute moment at reaction B. (kN-m) « Previous Quiz save
PLEASE ANSWER ASAP THANKS
A double tee cross section is used for the beam shown below. Assume the following lengths and loads: a = 15 ft b = 8 ft C= 10 ft P= 12500 Ib Q= 5000 lb The moment of inertia of the cross section is i, = 110 in.". Determine the magnitude (ie, the absolute value) of the maximum compressive bending stress in the beam. TT 3.2 in. B D 5,8 in. Answer: Omax (Compression) = 1 psi %3D
For the truss shown below, P = 9.1 kips, a = 9 ft, and b = 7 ft. Determine the force in member 1 (tension is positive). Give the answer to one decimal place. Type your answer..
show complete solution and include figures