Q6/ A horizontal bracket ABC shown in Fig. (6) consists of two perpendicular arms AB and BC. Arm AB has a solid circular cross section with diameter equal to 60 mm. At point C a load P1-2.02 kN acts vertically. calculate the maximum tensile stress, the maximum compressive stress, and the maximum in-plane shear stress at point p. LBC = 0,4m. LAB-1m)

Structural Analysis
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Chapter2: Loads On Structures
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70
Fig (6)
1 m
60am
Cross section d
Transcribed Image Text:70 Fig (6) 1 m 60am Cross section d
Q6/ A horizontal bracket ABC shown in Fig. (6) consists of two perpendicular arms AB and BC. Arm AB has
a solid circular cross section with diameter equal to 60 mm. At point C a load P1-2.02 kN acts vertically.
calculate the maximum tensile stress, the maximum compressive stress, and the maximum in-plane shear stress
at point p. (LBC= 0.4m, LAB=1m)
Transcribed Image Text:Q6/ A horizontal bracket ABC shown in Fig. (6) consists of two perpendicular arms AB and BC. Arm AB has a solid circular cross section with diameter equal to 60 mm. At point C a load P1-2.02 kN acts vertically. calculate the maximum tensile stress, the maximum compressive stress, and the maximum in-plane shear stress at point p. (LBC= 0.4m, LAB=1m)
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