Question 4 = A 6 KN force is applied at the free end of a wood (E = Fig. Q4. Neglecting the effect of fillets and stress concentration, determine (a) the maximum compressive stress and its location at section A-A; (b) the maximum shearing stress and its location at section A-A; (c) the deflection at section A-A. 6 kN 300 mm 400 mm ΤΑ ΤΑ Fig. Q4 12GPa) beam with dimensions given in 96 mm Ti 12 mm 12 mm 48 mm
Question 4 = A 6 KN force is applied at the free end of a wood (E = Fig. Q4. Neglecting the effect of fillets and stress concentration, determine (a) the maximum compressive stress and its location at section A-A; (b) the maximum shearing stress and its location at section A-A; (c) the deflection at section A-A. 6 kN 300 mm 400 mm ΤΑ ΤΑ Fig. Q4 12GPa) beam with dimensions given in 96 mm Ti 12 mm 12 mm 48 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Question 4
A 6 KN force is applied at the free end of a wood (E = 12GPa) beam with dimensions given in
Fig. Q4. Neglecting the effect of fillets and stress concentration, determine
(a) the maximum compressive stress and its location at section A-A;
(b)
the maximum shearing stress and its location at section A-A;
(c)
the deflection at section A-A.
6 kN
300 mm
400 mm
ΤΑ
叶
¡A
Fig. Q4
96 mm
--
12 mm
12 mm
48 mm
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