CE 3 A square hollow steel strut with a wallthickness, ti = 10 mm is pin connected to twogusset plates, having a thicknessmm, which are welded to the base platehaving a thickness of 12 mm and fastened to aconcrete base by 4-16 mmø anchor bolts.Diameter of pin is 16 mm. Compressive loadP= 48 kN, 8 = 30'.te = 12D Calculate the bearing stress between thestrut and the pin in MPa2 Calculate the shear stress in the pin inMPa.1 Calculate the shear stress in the anchorbolt in MPa.P= 48 kNstrutgusset plate1z=12 mni0=30=10 mni12 mmanchor bolt4-16 mm g16 mm e

We will Divide Load by effective area to find stresses.

A square hollow steel strut with a wall thickness, ti = 10 mm is pin connected to two gusset plates, having a thickness mm, which are welded to the base plate having a thickness of 12 mm and fastened to a concrete base by 4-16 mmø anchor bolts. Diameter of pin is 16 mm. Compressive load P= 48 kN, e = 30". = 12 D Calculate the bearing stress between the strut and the pin in MPa D Calculate the shear stress in the pin in MPa. a Calculate the shear stress in the anchor bolt in MPa. P- 48 kN strut gusset plate 112 mn O30 10 menit 12 m 16 mm o anchor bolt 4. 16 mm o

A square hollow steel strut with a wall thickness, ti = 10 mm is pin connected to two gusset plates, having a thickness mm, which are welded to the base plate having a thickness of 12 mm and fastened to a concrete base by 4-16 mmø anchor bolts. Diameter of pin is 16 mm. Compressive load P= 48 kN, e = 30". = 12 D Calculate the bearing stress between the strut and the pin in MPa D Calculate the shear stress in the pin in MPa. a Calculate the shear stress in the anchor bolt in MPa. P- 48 kN strut gusset plate 112 mn O30 10 menit 12 m 16 mm o anchor bolt 4. 16 mm o

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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