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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Question
Chapter 3, Problem 3.8.3P
To determine
The factored joint loads for the truss.
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Determine the unity check ratio for the member GF of the truss shown below (Per API
RP-2A code provisions). Joints of the truss are frictionless joints and the forces in the
truss members are axial forces only.
20 kip
Member GF (Hollow circular cross
section):
Outer diameter = 10"
30 kip
30 kip
30°
Wall thickness = 0.25"
Ey = 50 ksi
300
E
60°
60°
30°
K=1.0
A,
30
60°
60°
30° 30
D.
4ft
4ft
4ft
Ay
[Hint: Axial Force in member GF = 50 kips (axial compression)]
B4
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is connected to gusset plate by one leg only by 18 mm diameter rivets in one chain line along the
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Chapter 3 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 3 - Prob. 3.2.1PCh. 3 - Prob. 3.2.2PCh. 3 - Prob. 3.2.3PCh. 3 - Prob. 3.2.4PCh. 3 - Prob. 3.2.5PCh. 3 - Prob. 3.2.6PCh. 3 - Prob. 3.3.1PCh. 3 - Prob. 3.3.2PCh. 3 - Prob. 3.3.3PCh. 3 - Prob. 3.3.4P
Ch. 3 - Prob. 3.3.5PCh. 3 - Prob. 3.3.6PCh. 3 - Prob. 3.3.7PCh. 3 - Prob. 3.3.8PCh. 3 - Prob. 3.4.1PCh. 3 - Prob. 3.4.2PCh. 3 - Prob. 3.4.3PCh. 3 - Prob. 3.4.4PCh. 3 - Prob. 3.4.5PCh. 3 - Prob. 3.4.6PCh. 3 - Prob. 3.5.1PCh. 3 - Prob. 3.5.2PCh. 3 - Prob. 3.5.3PCh. 3 - Prob. 3.5.4PCh. 3 - Prob. 3.6.1PCh. 3 - Prob. 3.6.2PCh. 3 - Prob. 3.6.3PCh. 3 - Select an American Standard Channel shape for the...Ch. 3 - Prob. 3.6.5PCh. 3 - Use load and resistance factor design and select a...Ch. 3 - Select a threaded rod to resist a service dead...Ch. 3 - Prob. 3.7.2PCh. 3 - Prob. 3.7.3PCh. 3 - Prob. 3.7.4PCh. 3 - Prob. 3.7.5PCh. 3 - Prob. 3.7.6PCh. 3 - Prob. 3.8.1PCh. 3 - Prob. 3.8.2PCh. 3 - Prob. 3.8.3PCh. 3 - Prob. 3.8.4PCh. 3 - Prob. 3.8.5P
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- need asap pleasearrow_forwardDesign the purlin between two trusses spaced 3m apart to support 0.19 KPa roofing. Spacing of purlins is 0.50m on centers. Allowable bending stress is 12.84 MPa, allowable shearing stress is 0.70 MPa and allowable deflection is L To 0.50m $ 3m b=? 2m d=?arrow_forwardDetermine the stress in members BD, DE and EG of the truss shown if the diameter of each cross-section is equal to 2.5cm. State whether each member is in tension or compression. SEN オ DI 4.5m Match each item to a choice: OEG OBD ODEarrow_forward
- write legibly Indicate all necessary FBDs, concepts and formulas needed in the solution. The members of the truss are 25mmx50mm in cross section. Determine the maximum load P that can be applied so that the stresses will not exceed 100 MPa in tension or 70 MPa in compression. See figure 101.arrow_forwardmy answer is wrong please help me solvearrow_forwardSolve only six to ten ok just solve good correct Solutions Handwritingarrow_forward
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