In the following statically determinate beam, L1 = 8 m and L2 = 8m. (1) Using Müller-Breslau's principle, indicate the o

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In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 1 (57.1 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 2 (29.95 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 3 (31.72 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 4 (23.88 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 5 (23.56 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 6 (32.35 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 7 (24.64 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 8 (23.61 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 9 (32.16 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 10 (22.3 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 11 (25.09 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 12 (32.48 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 13 (25.36 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 14 (23.84 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 15 (27.44 KiB) Viewed 15 times

In The Following Statically Determinate Beam L1 8 M And L2 8m 1 Using Muller Breslau S Principle Indicate The O 16 (35.2 KiB) Viewed 15 times

In the following statically determinate beam, L1 = 8 m and L2 = 8m. (1) Using Müller-Breslau's principle, indicate the ordinate value and direction at each point of the influence lines for: a) the reaction force at A (+RA); b) the shear force at CH (Vc+); c) the shear force at D (VD); d) the bending moment at E (ME). +ME TTT T-R LI L1 10 m L2 + + 10 m (2) The bridge is to be designed for the equivalent moving load detailed below with P = 100 kN and q = 16 kN/m. Compute the design maximum (positive) and minimum (negative). values for Vc. (Note that x and y may be varied and y may be split up to achieve the desired effects.)
P X 11119 y (3) When only a concentrated wheel load F = 160 KN travels to a point L = 5 m to the right of B, what will be the magnitude and direction of the moment at E (ME)?
a) Influence line for the reaction force at A (RA) Fill in the absolute values and indicate the appropriate directions of the movement of the following points: Ordinate value of Point A= "+" (Move upward) "." (Move downward) No movement Ordinate value of Point B= "+" (Move upward) "." (Move downward) No movement
Ordinate value of Point C= "+" (Move upward) '(Move downward) No movement Ordinate value of Point D= "+" (Move upward) "_" (Move downward) No movement
Ordinate value of Point E= "+" (Move upward) "_" (Move downward) No movement Ordinate value of Point F= "+" (Move upward) "_" (Move downward) No movement
b) Influence line for the shear force at Ct (Vc Fill in the absolute values and indicate the appropriate directions of the movement of the following points: Ordinate value of Point A= "+" (Move upward) O "." (Move downward) No movement Ordinate value of Point B= "+" (Move upward) O "-"(Move downward) No movement
Ordinate value of Point Ct = "+" (Move upward) (Move downward) No movement Ordinate value of Point D= "+" (Move upward) (Move downward) No movement
Ordinate value of Point E= "+" (Move upward) "-" (Move downward) O No movement Ordinate value of Point F= "+" (Move upward) "-" (Move downward) No movement
c) Influence line for the shear forces at D (VD) Fill in the absolute values and indicate the appropriate directions of the movement of the following points: Ordinate value of Point A= "+" (Move upward) "." (Move downward) No movement Ordinate value of Point B = "+" (Move upward) O "-"(Move downward) O No movement
Ordinate value of Point C= "+" (Move upward) "_" (Move downward) No movement Ordinate value of Point D = "+" (Move upward) (Move downward) No movement
Ordinate value of Point E= "+" (Move upward) "-" (Move downward) No movement Ordinate value of Point F= "+" (Move upward) "-" (Move downward) No movement
d) Influence line for the bending moment at E (ME) ? Fill in the absolute values and indicate the appropriate directions of the movement of the following points Ordinate value of Point A= "+" (Move upward) "-" (Move downward) O No movement Ordinate value of Point B= "+" (Move upward) O "." (Move downward)
Ordinate value of Point C= "+" (Move upward) "_" (Move downward) No movement Ordinate value of Point D= "+" (Move upward) "-" (Move downward) O No movement
Ordinate value of Point E= "+" (Move upward) (Move downward) No movement Ordinate value of Point F= "+" (Move upward) (Move downward) No movement
e) e Compute the design maximum (positive) and minimum (negative).values for Vct: Fill in the absolute values of the following points: Ve,max,vc * = KN Ve,min,vc* = KN
f) When only a concentrated wheel load F = 160 KN travels to a point L = 5 m to the right of point B, what will be the magnitude and direction of the moment at E (ME): Fill in the absolute value of the following point. Me,magnitude kNm O Positive O Negative