Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 10, Problem 10.5.4P
To determine
(a)
Whether the given girder has enough shear strength using LRFD.
To determine
(b)
Whether the given girder has enough shear strength using ASD.
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2. Calculate the internal forces in the bar GF and GD in a roof truss as shownbelow. For each bar, indicate if the internal force is tensile or compressive. Usethe section method (snittmetoden). Point A has simple support and D has rollersupport.
Figure
1.5 m
E
-2 m-
3 kN
D
B
-2 m
1 of 1
Identify the zero-force members in the truss.
Check all that apply.
BE
DE
CD
AB
AE
BD
BC
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Determine the smallest safe cross-sectional areas of members CD, CI and CHfor the truss shown. The allowablestress are 100 MPa in tension and 80 MPa in compression. Indicate tension or compression.(Draw the required FBD and answer in ??2).
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Steel Design (Activate Learning with these NEW titles from Engineering!)
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- Answers: AB = kN E AH = kN Determine the force in each member of the loaded truss. All triangles are 3-4-5. Enter a the member is in tension, negative if in compression. BC - kN C 34kN kN BG E 34 kN BH - kN 15 kN BI = kN D B kN kN A E DE kN H G F DF = kN - 4 panels at 8 m- DG = kN DI kN EF = kN FG - kN GH = kNarrow_forwardPart A - Identifying zero-force members Consider the truss shown below. Identify the zero-force members. A P_ E B D Check all that apply. • View Available Hint(s) ВС АВ ВЕ AE DE CD O CE Submitarrow_forwardSolve 8 th question onlyarrow_forward
- SOLVE FOR THE FORCE IN MEMBERS AB, AC, BC, CD, BD, BE, DE, DF & EF. SHOW SOLUTIONS CLEARLY USING METHOD OF JOINTS AND WRITE WELL ALSO SEE LINK UNDER WEEK7 0.8m 2.4m -6KN MEMBER AB AC BC CD BD BE 2m ED DF EF 1m 8KN Av REACTION hinge) EX REACTION @roller) 3m SUMMARY OF RESULTS FORCE 1m 10KN 2.4m 3KN NATURE(I or C)arrow_forward20 kN- 20 kN- A F G H C 80 kN 4 at 3 m 12 m- D 60 kN E Determine the force in each member of the truss using the METHOD OF SECTIONS. State whether the force is in tension (T) or compression (C). Please include all the FBDs and complete the solution in a clear manner.arrow_forward5 determine the zero force members explain pleasearrow_forward
- Hand written and clean solution pleasearrow_forward5 kN 2 kN B E H G F Using the method of joints, determine all the zero-force members of the Fink roof truss shown. Assume all joints are pin connected.arrow_forwardWhere is/are the location(s) of the maximum compressive flexural stress? A simple I-beam is loaded as shown. 20 mm P KN PKN P KN B 20 mm- B с D L/4 m L/4 m L/4 m Pin support at the NA Midspan at point B Mid span at point D Midspan at the top fiber Roller support at top fiber Section D at the top fiber Section C at +170 mm from the NA L/4 m 20 mm C 250 mm 150 mm 150 mm D Aarrow_forward
- Select all zero-force members in the truss shown below. Check the box for zero- force members 3 m 3 m 12 m, 8 @ 1.5 m DE O LK ЕР O HF O BC BM EF OM CD BN LO O DK FI O coarrow_forwardBearing P plate Let the allowable stresses in the post be ost=120MPaand oco=6MPA. Compute the maximum safe axial load P that may be applied. The moduli of elasticity are 200 GPafor steel and 14 GPafor a concrete. Each steel bar has cross-sectional area of 900mm2. Steel - Concrete - 300 mm 300 mmarrow_forwardDetermine the forces in each member of the truss. State wether it is in tension or compression. Draw a diagram of internal forces and present a results summary list. T a 446 a a a 12/2 커arrow_forward
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