PROBLEM 5: The structure shown was designed to support a 30-kN load. It consists of a boom AB with a 30 x 50-mm rectangular cross section and a rod BC with a 20-mm-diameter circular cross section. The boom and the rod are connected by a pin at B and are supported by pins and brackets at A and C, respectively. 1. Calculate the normal stress in boom AB and rod BC, indicate if in tension or compression. Flat end 40 mm d=25 mm 20 mm TOP VIEW OF ROD BC d = 20 mm d = 20 mm 600 mm FRONT VIEW 2. Calculate the shear stress of pins at A, B and C. 3. Calculate the bearing stresses at A in member AB, and in the bracket. 600 mm 50 mm d=20 mm -800 mm- 30 kNV 50 mm d=25 mm Flat end B 800 mm Q=30 kN Q=30 kN END VIEW 25 mm 20 mm 30 mm 20 mm 25 mm A B TOP VIEW OF BOOM AB d = 25 mm

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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 5: The structure shown was designed to support a
30-kN load. It consists of a boom AB with a 30 x 50-mm
rectangular cross section and a rod BC with a 20-mm-diameter
circular cross section. The boom and the rod are connected by
a pin at B and are supported by pins and brackets at A and C,
respectively.
1. Calculate the normal stress in boom AB and rod BC,
indicate if in tension or compression.
2. Calculate the shear stress of pins at A, B and C.
3. Calculate the bearing stresses at A in member AB,
and in the bracket.

PROBLEM 5: The structure shown was designed to support a
30-kN load. It consists of a boom AB with a 30 x 50-mm
rectangular cross section and a rod BC with a 20-mm-diameter
circular cross section. The boom and the rod are connected by
a pin at B and are supported by pins and brackets at A and C,
respectively.
1.
Calculate the normal stress in boom AB and rod BC,
indicate if in tension or compression.
Flat end
40 mm
d=25 mm
20 mm
TOP VIEW OF ROD BC
d = 20 mm
d = 20 mm
600 mm
FRONT VIEW
2.
Calculate the shear stress of pins at A, B and C.
3.
Calculate the bearing stresses at A in member AB,
and in the bracket.
600 mm
50 mm
d=20 mm
-800 mm-
30 kNV
50 mm
d=25 mm
Flat end
B
800 mm
Q=30 kN
Q=30 kN
END VIEW
25 mm
20 mm
30 mm
20 mm
25 mm
A
B
TOP VIEW OF BOOM AB
d = 25 mm
Transcribed Image Text:PROBLEM 5: The structure shown was designed to support a 30-kN load. It consists of a boom AB with a 30 x 50-mm rectangular cross section and a rod BC with a 20-mm-diameter circular cross section. The boom and the rod are connected by a pin at B and are supported by pins and brackets at A and C, respectively. 1. Calculate the normal stress in boom AB and rod BC, indicate if in tension or compression. Flat end 40 mm d=25 mm 20 mm TOP VIEW OF ROD BC d = 20 mm d = 20 mm 600 mm FRONT VIEW 2. Calculate the shear stress of pins at A, B and C. 3. Calculate the bearing stresses at A in member AB, and in the bracket. 600 mm 50 mm d=20 mm -800 mm- 30 kNV 50 mm d=25 mm Flat end B 800 mm Q=30 kN Q=30 kN END VIEW 25 mm 20 mm 30 mm 20 mm 25 mm A B TOP VIEW OF BOOM AB d = 25 mm
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