*6-12. A reinforced concrete pier is used to support the stringers for a bridge deck. Draw the shear and moment diagrams for the pier when it is subjected to the stringer loads shown. Assume the columns at A and B exert only vertical reactions on the pier. 60 kN 35 kN 35 kN 35 kN 60 kN 1m,1 m| 1.5 m | 1.5 m 1 m, 1 m IITT I 12-5 kN 112-5 K

*6-12. A reinforced concrete pier is used to support the stringers for a bridge deck. Draw the shear and moment diagrams for the pier when it is subjected to the stringer loads shown. Assume the columns at A and B exert only vertical reactions on the pier. 60 kN 35 kN 35 kN 35 kN 60 kN 1m,1 m| 1.5 m | 1.5 m 1 m, 1 m IITT I 12-5 kN 112-5 K

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.5.10P: Solve the preceding problem (W 250 × 44.8) if the resultant force P equals 110 kN and E = 200 GPa.

See similar textbooks

Similar questions

Provide the correct exponents and distances to make the singularity function given valid for the beam shown. VI = 8 kN, V2 = 8 kN, V3 = 200 mm, and V4 = 1100 mm. Determine the reaction forces at the supports. A v3 V37 (m) o The singularity functions are q = R1(x)ª – v1( – P)ª – v2(x – Q)ª + R2(x – R)ª - 2 - V = R1 – v1(x – D)B – v2(x – E)B + R2(x – F)® (1) M = R1x – v1(x – G)° – v2(x – H)° + R2(x – (2) From the given singularity functions, the exponents are A = B = C= The distances are P= mm Q = mm R= mm D= mm E= mm F= mm G= mm H= mm mm Reactions force R = kN and reaction force R2 = kN
Find the reaction at A due to the uniform loading and the applied couple. The force reaction is positive if upward, negative if downward. The moment reaction is positive if counterclockwise, negative if clockwise. 2.5 kN/m 11.1 kN-m A 2.0 m 2.0 m Answers: RA = i kN MA = i kN-m
Determine the reactions at A and B for the beam subjected to the couples and distributed load. At x = 0, the distributed load is increasing at the rate of 9 lb/ft per foot. Assume a = 5 ft, b = 20 ft, w₁ = 150 lb/ft, w₂ = 420 lb/ft, M₁ = 2630 lb-ft, M₂ = 1640 lb-ft. M₁ W | w = ko+k₁x + k₂x² potiu ·a+ b B W₂ M₂ -X
The compound beam is supported by a roller at point C, fixed at point A, and the two sections are pinned at point B. It is subjected to a free couple moment M, a distributed load with maximum load intensity w, and a concentrated force F. If the distributed load w = 0.6 kN/m, the concentrated force F = 0.6 kN, and the free couple moment M = 0.8, determine the magnitude of the support reaction (in kN) at pin B. Answer must include 2 places after the decimal point.
DRAW THE DIAGRAM OF EVERY ANALYZED PART AND LABEL THE VALUE OF SHEAR AND MOMENT. B 3m 10 kN C 3m D 2m THET A hinge at D 6m E 20 kN/m 4m
Find the horizontal reaction and vertical reaction at A and also the vertical reaction at B. Determine the Internal forces at point C. Construct the shear and moment equations/functions at segment DE (1.5 < x < 3.0).Note point D is at 1.5m from A and point E is 3.0m from A.
Determine the internal normal force, shear force, and moment at points D and E in the compound beam. Point E is located just to the left of the 10kN concentrated load. Assume the support at A is fixed and the connection at B is a pin. 2 kN/m D E -1.5 m 1.5 m 1.5 m----1.5m- --- 10 KN --
Refer to the shear diagram shown 10 kN -5 kN -10 kN -15 kN i m-2 m-2 m- Which of the following most nearly gives the maximum support reaction?
Identify the correct reaction force value at A for a simply supported beam AB of length 5 m in the following option. Take F1 = 20 N, e = 30°, BC = 3 m and and reaction force at B = 4 N. O 3N O 2N 6N 4N O O O O
F -1.5 m -1.5 m |A 1 m M 45° Determine the support reactions on the member in Fig. The collar at A is fixed to the member and can slide vertically along the vertical shaft. If F=856 N and M=590 N-m Find the Moment at point A, include the rotation in your answer.
-4 ft- 5 ft R 4 ft A B (6,0,4) ft Given that the force in cable AB has a magnitude of TAB = 8 lbs and the unit vector in the direction of TAB is UAB=0.4361 -0.873j -0.218k. What is the moment reaction at the fixed support C? C and A have the same y-component. -65.5i -45.8j +52.4k ft-lb -52.41 -36.6j +41.9k ft-lb +52.4i +36.6j -41.9k ft-lb +65.5i +45.8j-52.4k ft-lb +34.91 +24.4j -27.9k ft-lb -34.91 -24.4j +27.9k ft-lb
Draw the shear and moment diagram and find the flexure stress if b = 400 mm and h = 300 mm. R₁ 4m 40 kN/m 4 m 40 KN 20 kN/m 4 m R₂