A bridge truss is to be built as shown in Figure 3. From the analysis, internal member LM is subjected to a compressive design force of 112 kN. Check the adequacy of the member if a single angle section of 200 x 150 x 18L S275 is used. The long leg of the section is connected to a 12 mm thick gusset plate and diameter of bolts is 16mm.

A bridge truss is to be built as shown in Figure 3. From the analysis, internal member LM is subjected to a compressive design force of 112 kN. Check the adequacy of the member if a single angle section of 200 x 150 x 18L S275 is used. The long leg of the section is connected to a 12 mm thick gusset plate and diameter of bolts is 16mm.

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

Please show solutions on how to get the 2 value. The circle green in the figure. Civil engineering- steel design
Using the methods of joints, determine all the zero-force members of the fink roof truss shown in the figure below. Assume all joints are pin connected. 10 2 kN B 5 kN G F D E
3) Determine the Force in each member of the truss shown in the Figure. (Use the Method of Joints.) D B gl 12' H E 300lb 300lb goolb 9' 9'
Truss Analysis using Method of Joints or Section and determine if it is tension or compression
4) The beam shown is under simple tension and has a circular section. What are the normal stresses at the four points (a, b, c and d) of the section shown? F Área transversal-A #F
Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Determine the smallest allowable diameter for a circular cross-sectional area of members BD, BE and CE of the truss shown. The working normal stresses are 2000 psi in tension and 1200 psi in compression. (A reduced stress in compression is specified to reduce the danger of buckling.) 12 t 40 kips
Question # 1: Determine the force in each member of the truss and state if the members are in tension or compression. 300 lb 600 15 B 60015 GOO G 11. 244in. 6 ft load at point B, D, F = 600 lb load at pount A and H=300 lb distance AC = CE =EG = GH = 8FT -80---SA- [Answer: FAB=15001b-C. Fac-12001b-T, Fac0, For-12001b-T, Fan+ 12001b-C, F₁-601b-C. Form 721h-T, Use symmetry to obtain the rest of the members]
a) Compute the allowable block shear strength of the plates in KN. b) Check the adequacy of the plates. c) If W14 x 193 is used, compute the allowable strength (KN) based on fracture of the net section. d) Select the lightest W shape for the tension member. e) What is the allowable block shear strength in KN of the lightest W shape?
Please show how to Determine the force of ED, CD, BC, CE, GF, GA, AF, AB,BE, FB, FK
Derive the relationship among Unit weight, Porosity and moisture content. - Consider a soil that has a total volume equal to 1. Expressed the weight of soil solids, dry unit weight, moist unit weight - Clue use the formula of porosity to start V₂ V n=
Please help me with my homework and use ASEP STEEL HANDBOOK 2004 volume 1 Dimensions and Properties Third Edition, to find the AISC. PLEASE SHOW COMPLETE SOLUTIONS AND DETAILS.