Traffic And Highway Engineering
5th Edition
ISBN: 9781133605157
Author: Garber, Nicholas J., Hoel, Lester A.
Publisher: Cengage Learning,
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Chapter 15, Problem 16P
To determine
The radius of the curve and the angle set out from
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What is the value of the influence line for the bending moment around B at B for the beam shown? Determine the influence line ordinates at 3-m intervals. Select the reaction at support C to be the redundant.
A
a. 1.875 kN
6 m
b. 0.688 kN
c. 2.25 kN >
d. 0.313 KN
B
-12 m-
El = constant
C
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- Use Area Moment Method of Beam Deflectionsarrow_forwardDetermine rotations at all the nodes of the beam and reactions at the supports. Assume support 1 and 3 are roller and support 2 is pinned, L1=1.25m, L2=3.75m and w=60kN/m. Please show all working and FBD's where relevant.arrow_forwardspecific gravity of the soil is 1.41 percentage of water content by weight at field capacity and wilting point are 15% and 7% respectively calculate the equivalent moisture content as equivalent depth for 1.2m root zone: A. At permanent wilting point B. At field capacity C. For ready available water Ex 4-3: If the crop consumptive use in Ex(4-2) is 18 m³/donum/day,calculate: A. Irrigation interval in days B. Field water duty assuming 40% losses during irrigation C. Amount of added water to irrigate one donum. n: CFc- IWC) * As *D Lg dn - Q.te A date. A d9 Q IWC- 20% FC-271 Qg-40e D=100cm sec area of the field. Ed=65% 1 hectare As 1.3arrow_forward
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