Situation 1 A 6m simply supported beam carries a uniformly distributed dead load of 20kN/m including its weight. Compression flange is laterally braced at every quarter length of the span and at its ends. Using LRFD method and U = 1.2DL + 1.6LL. Assume compact section. (d = 598.68mm, k = 33.34mm, bf = 177.93mm, tf = 12.83mm, tw = 10.03mm, rx = 231.39mm, ry = 34.04mm, Sx = 1868x103 mm3, Zx = 2196x103 mm3, J = 491x103 mm4). What is the safe concentrated live load acting at the midspan that the beam can support due to the deflection of the beam if EI = 112400 kNm2 (kN)
Situation 1 A 6m simply supported beam carries a uniformly distributed dead load of 20kN/m including its weight. Compression flange is laterally braced at every quarter length of the span and at its ends. Using LRFD method and U = 1.2DL + 1.6LL. Assume compact section. (d = 598.68mm, k = 33.34mm, bf = 177.93mm, tf = 12.83mm, tw = 10.03mm, rx = 231.39mm, ry = 34.04mm, Sx = 1868x103 mm3, Zx = 2196x103 mm3, J = 491x103 mm4). What is the safe concentrated live load acting at the midspan that the beam can support due to the deflection of the beam if EI = 112400 kNm2 (kN)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Situation 1 A 6m simply supported beam carries a uniformly distributed dead load of 20kN/m including its weight. Compression flange is laterally braced at every quarter length of the span and at its ends. Using LRFD method and U = 1.2DL + 1.6LL. Assume compact section. (d = 598.68mm, k = 33.34mm, bf = 177.93mm, tf = 12.83mm, tw = 10.03mm, rx = 231.39mm, ry = 34.04mm, Sx = 1868x103 mm3, Zx = 2196x103 mm3, J = 491x103 mm4). What is the safe concentrated live load acting at the midspan that the beam can support due to the deflection of the beam if EI = 112400 kNm2 (kN)?
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