GIVEN: Cantilever beam, loading and T eross-section 120 kN 24mm -2.4 yoomm ref, avis + 240 mm-→ 40 mm REO'D: A) Ve a) Va=+120 KN b) Va-120 kN e) Vm+288 kN d) Va =-288 kN B) Maan a) Ma+120 kN-m b) Maas-120 kN-m e) Maa+288 kN-m d) Ma= -288 KN-m C) Centroid location, F (mcasure from bottom) a) 110 mm b) 130 mm e) 220 mm d) 305 mm
GIVEN: Cantilever beam, loading and T eross-section 120 kN 24mm -2.4 yoomm ref, avis + 240 mm-→ 40 mm REO'D: A) Ve a) Va=+120 KN b) Va-120 kN e) Vm+288 kN d) Va =-288 kN B) Maan a) Ma+120 kN-m b) Maas-120 kN-m e) Maa+288 kN-m d) Ma= -288 KN-m C) Centroid location, F (mcasure from bottom) a) 110 mm b) 130 mm e) 220 mm d) 305 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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