Moving Loads11. ProblemA 25 m. long girder of the bridge is simplysupported at the right end and at 3 m. from theleft end.Given: Highway live loadW; = 19.6 kNW2 = 78.4 kNDistance on center of wheels = 4.3 m.%3DO Determine the max. span positivemoment.a) 497.7 kN.m.b) 506.2 kN.m.c) 511.5 kN.m.d). 492.9 kN.m.Determine the max. shear.a) 126.3 kNb) 107.5 kNc) 113.3 kNd) 104.1 kNO Determine the max. negative moment.a) 241.5 kN.mb) 235.2 kN.mc) 228.9 kN.md) 217.7 kN.m

Answered: Image /qna-images/answer/e2c1e989-5ece-4884-a5b7-b47d3145f85a.jpg

A 25 m. long girder of the bridge is simply supported at the right end and at 3 m. from the left end. Given: Highway live load W; = 19.6 kN W2 = 78.4 kN Distance on center of wheels = 4.3 m. %3D %3D O Determine the max. span positive moment. a) 497.7 kN.m. b) 506.2 kN.m. c) 511.5 kN.m. d). 492.9 kN.m. 2 Determine the max. shear. a) 126.3 kN b) 107.5 kN c) 113.3 kN d) 104.1 kN O Determine the max. negative moment. a) 241.5 kN.m b) 235.2 kN.m c) 228.9 kN.m d) 217.7 kN.m

A 25 m. long girder of the bridge is simply supported at the right end and at 3 m. from the left end. Given: Highway live load W; = 19.6 kN W2 = 78.4 kN Distance on center of wheels = 4.3 m. %3D %3D O Determine the max. span positive moment. a) 497.7 kN.m. b) 506.2 kN.m. c) 511.5 kN.m. d). 492.9 kN.m. 2 Determine the max. shear. a) 126.3 kN b) 107.5 kN c) 113.3 kN d) 104.1 kN O Determine the max. negative moment. a) 241.5 kN.m b) 235.2 kN.m c) 228.9 kN.m d) 217.7 kN.m

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

ANALYZE THE STRUCTURE USING CANTILEVER METHOD COMPUTE AXIAL LOAD OF CF MOMENT AT SUPPORT G 50 KN A E 25 KN D G Com H 8m 3m 4m
1-1. A beam is subjected to the linearly distributed loads shown below. Determine the resultant internal loadings acting on the cross section through point C. 10 kN/m 3 m -3 m B
Thank you
The maximum allowable tensile force in themembers of the truss is (Ft)max = 5 kN, and the maximumallowable compressive force is (Fc)max = 3 kN. Determinethe maximum magnitude P of the two loads that can beapplied to the truss.
Solve for set B.
1-1. A beam is subjected to the linearly distributed loads shown below. Determine the resultant internal loadings acting on the cross section through point C. 10 kN/m 3 m -3 m B
2. The section of a reinforced concrete T-beam has d= 400mm, bf = 750mm, t= 100mm, bw 300mm. The beam is reinforced with 7 pcs of 32mm rebars with Fy = 415MPA concreto has F'c = 28MPA. Dotermine the safo ultimato moment capacity of the beam.
Determine the force in member BE of the truss. State if the member is in tension or compression. Ap 60° 9.24 KN (C) O 20.2 KN (T) 28.9 KN (C) 5.77 kN (T) 20 kN B 4 m E 4 m- 40 kN 4 m 60⁰ D
Solve the following problem 1. Compute for the maximum moment under each load when the system of moving loads cross a 10-meter simple span. |10 KN 15 KN 2p KN 6 m 3 m
4.) Five planks (4@ 40 x 40 mm and 1@ 40 x 380 mm), are joined together to form the l-section shown. Find the load (p in kN/m) this beam can carry on a span of 4 m, distributed over its length if the permissible stress in bending is 12 MPa and in shear 0.8 MPa. 40 mm B ww 08E ww 00€
slab single /simple spanning slab spanning twoway/ double The timber structure below has a single spanning floor of grade C16 beams of weight 4.2 kN/m? and a two way spanning floor 150 mm thick of CLT flooring of density 410 kg/m3. Dimensions are as follows: Length a = 2.8 m %3D b = 4.4 m C = 4.4 m Find the reaction of the internal beam acting on the edge beam at X. Give your answer in kN to one decimal place. Do not put units in the answer box. The conversion from kg to kN is (x 9.81 / 1000)
For the given truss, determine the force in member 6. Given F = 84 KN. %3D II 4 IV 8 1 5. 7 60° 60° I 2 III 6 V F A. F6 = -194.0 KN B. F6 = -145.7 KN C. F6 = 48.7 KN %3D D. F6 = 97.0 KN E. F6 = -48.7 KN