suspension bridge of span 120 m has two three hinged stiffening girders supported by two cable having central dip of 10m the road way has a width of 8m the D.L on the bridge is 5knm and live load is 10knm which covers the right half of the span determine the B.M S.F in the grider at 40. from the left end side also calculate the maximum tension in the cable

suspension bridge of span 120 m has two three hinged stiffening girders supported by two cable having central dip of 10m the road way has a width of 8m the D.L on the bridge is 5knm and live load is 10knm which covers the right half of the span determine the B.M S.F in the grider at 40. from the left end side also calculate the maximum tension in the cable

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

STRUCTURAL THEORY Show complete solution for better understanding Situation 1: From the truss shown, each member has a cross-sectional area of A = 400 mm 2, E = 200 GPa. Use the method of Virtual Work F b.-37.5 C.-30 d. 30 -2m- 1. Determine the stress on member AE a. 37.5 E c. 2 d.3 n B 45 KN 2 m 2. How many zero-force member are there? a. 0 b. 1 3. Determine the vertical deflection of joint E a. 1.42 b. 3.38 c. 2.95 d. 1.24 1.5 m
A steel girder is part of highway 251A bridge in OK. Inspection reports have indicated that some section loss has occurred in the web and bottom flanges at point B of the girder. Using the Influence Line principles, find the maximum moment and shear at point B due to AASHTO design truck and lane loads. Assume the girder is simply supported and has a span (L) = 60ft. 0.3L- TIVT B L
HW.: determine the forces in all cables m pe B 30 45° 200 N 500 N
HW.: determine the forces in all cables C D B 30° 45° A 200 N 500 N
HW Determine the resultant force at pins A, B, and C on the three-member framc. 800 N 200 N/ m 2m 60 B 2.
FINAL ANS in : 2 Decimal places Determine the maximum axial force developed in members ID, DE, and KL of the truss shown below due to a dead load of 15 kN/m, 35 kN/m live load and the load induced by the vehicle described below. Assume loads are applied directly to the truss and moves to the right only (one-way traffic), and Load P = 13 kN.
Solve the given truss below if L-5m and F-380 kN L. :- L- L. G 3.6 m H. I J L. F F F F F Calculate the force in member GL kN LE. kN KE, KN KL. KN DE, KN
4. Draw the moment diagram for girder IJKL of the building frame. Use the portal method of analysis. 20 kN- 4 m F G H E 35 kN 4 m B 4 m 5 m 4 m
The frame ACD is supported by ball-and-socket joints at A and D and by a cable that passes through a ring at B and is attached to hook at G and H. Knowing that the frame supports at point C a load magnitude P = 125 N and weighs 35 N, center of gravity at C, determine the tension in the cable. 0.35 m 0,875 m G H 0.925 m 0.75 m D A 0.75 m В 0.5 m C 0.5 m
The rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel wires are 1cm in diameter. If the load P is 5kN and the weight of the beam is neglected, solve the tension at wire BD. E 4 m 3 m 2 m 2 m O 1.95kN O 1.64kN O 0.91kN O 1.29KN o o oO
HW.: determine the forces in all cables H. mass positi 30 450 200 N 500 N
What is the approximate axial force in girder EF of the frame shown? Use the portal method. G H 80 kN 6 m 40 kN D E 6 m B -10 m- -10 m- O a. 20kN O b. 30 kN O c. 10 kN O d. 60 kN