W1. W2 _A B a a a b b b To solve for the moment and reactions of the beam shown, the three-moment equation is useful. The three moment equation is given as: 6Aa 6Ab MA(L1) + 2Mg(L1+L2) + MCL2) + L1 0: Assuming that there is no settlement of supports and El is constant for the whole structure. L2 6Aa 6A5 is called the "Factors" of the three-moment equation which can be determined by using the Moment-Area diagram of the left span and right L2 L1 span of the beam and also by using integral calculus. For the loading shown below, determine the value of the resulting "Factors" when W1 = W2 = 15 kN/m, a = 2 meters, b = 3 meters. ROUND OFF TO TWO DECIMAL PLACES.
W1. W2 _A B a a a b b b To solve for the moment and reactions of the beam shown, the three-moment equation is useful. The three moment equation is given as: 6Aa 6Ab MA(L1) + 2Mg(L1+L2) + MCL2) + L1 0: Assuming that there is no settlement of supports and El is constant for the whole structure. L2 6Aa 6A5 is called the "Factors" of the three-moment equation which can be determined by using the Moment-Area diagram of the left span and right L2 L1 span of the beam and also by using integral calculus. For the loading shown below, determine the value of the resulting "Factors" when W1 = W2 = 15 kN/m, a = 2 meters, b = 3 meters. ROUND OFF TO TWO DECIMAL PLACES.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:W1.
W2
_A
B
a
a
a
b
b
b
Transcribed Image Text:To solve for the moment and reactions of the beam shown, the three-moment equation is useful. The three moment equation is given as:
6Aa
6Ab
MA(L1) + 2Mg(L1+L2) + MCL2) +
L1
0: Assuming that there is no settlement of supports and El is constant for the whole structure.
L2
6Aa
6A5
is called the "Factors" of the three-moment equation which can be determined by using the Moment-Area diagram of the left span and right
L2
L1
span of the beam and also by using integral calculus.
For the loading shown below, determine the value of the resulting "Factors" when W1 = W2 = 15 kN/m, a = 2 meters, b = 3 meters.
ROUND OFF TO TWO DECIMAL PLACES.
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