
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A square hollow steel strut of thickness 10 mm is pin connected to two connector plates of thickness, 12 mm. The connector plates are welded to the base plate of thickness, 12mm. The base plate is fastened to the concrete base by 4-16 mm diameter anchor bolts. The diameter of the pin is 16 mm.

Transcribed Image Text:Situation 2: A square hollow steel strut of thickness 10 mm is pin connected to two connector plates of
thickness, 12 mm. The connector plates are welded to the base plate of thickness, 12mm. The base plate is
fastened to the concrete base by 4-16 mm diameter anchor bolts. The diameter of the pin is 16 mm.
48 kN
4. Which of the following most nearly gives the bearing stress between the strut and the pin?
steel strut
с. 120 MPа
d. 125 MPa
5. Which of the following most nearly gives the shearing stress in the pin?
c. 103.37 MPa
d. 119.37 MPa
a. 150 MPa
b. 140 MPa
30
a. 110.46 MPa
b. 126.39 MPa
base
6. Which of the following most nearly gives the shearing stress in the anchor bolts?
с. 51.69 MPа
plate
а. 55.04 MPа
connector
b. 59.68 MPa
d. 47.16 MPa
plate
anchor
bolt
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- Hand written and clean solution pleasearrow_forwardThe truss below is pin connected at A and E, and is acted on by the forces shown. E A D B Identify all of the ZERO-FORCE MEMBERS by checking the boxes below (if there are none, leave all boxes unchecked): BF AF BC BH CD EG -GH AB CH DG DH DE -FHarrow_forwardDesign the member A-B to withstand the given loads P3 =12, W1=14 KN/m, P1 = 20 KN, P2 = 20 KN L = 7m, H1 = 4m H2 = 6m, P1 at L/3, P2 at 2L/3 notes choose proper material, all loads are unfactored Dead loads assume K= 0.7 P3 H2 A B HINGE W1 D P1 P2 H1 L HINGE Carrow_forward
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