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 span of the beam and also by using integral calculus. L1 L2 For the loading shown below, determine the value of the resulting "Factors" when W1 = W, = 19 kN/m, a = 2 meters, b = 3 meters. ROUND OFF TO TWO DECIMAL PLACES. W2 A a a b b
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 span of the beam and also by using integral calculus. L1 L2 For the loading shown below, determine the value of the resulting "Factors" when W1 = W, = 19 kN/m, a = 2 meters, b = 3 meters. ROUND OFF TO TWO DECIMAL PLACES. W2 A a a b b
Chapter16: Moment-distribution Method
Section: Chapter Questions
Problem 7P
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To solve for the moment and reactions of the beam shown, the three-moment equation is useful. The three moment equation is given as:
; Assuming that there is no settlement of supports and EI is constant for the whole structure.
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 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 = 19 kN/m, a = 2 meters, b = 3 meters.

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
6A5
Ma(L) + 2M5(L1+L2) + MCL2) +
= 0: Assuming that there is no settlement of supports and El is constant for the whole structure.
+
L1
L2
6Aā
6AD
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 span of the beam and also by using integral calculus.
L1
L2
For the loading shown below, determine the value of the resulting "Factors" when W1 = W2 =
kN/m, a = 2 meters, b = 3 meters.
ROUND OFF TO TWO DECIMAL PLACES.
W1
W2
a
a
a
b
b
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