Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Chapter 15, Problem 7P
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Determine if the channel is adequate for the applied tension load shown
in Figure. The channel is ASTM A36 steel and is connected with four 5/8-
in. diameter bolts. The tension member is subjected to service dead and
live loads of 28.5 kips and 25.5 kips, respectively, C8x11.5.
1½"
1½"
°
-C8x11.5
" gusset plate
PD = 28.5k
P₁ = 25.5k
End view
Compute the net area for the tension member shown in Figure (1) The plate is 1x8 in. The
holes are for 3/4 in diameter of bolts.
3 in
8 in
3 in
е
2 in
1in
PL1×8
Q1/A strip foundation is required to carry a total load of 1556 KN. The water table
locate at 2.35m below the base of foundation. Determine the maximum depth of
foundation that satisfy the bearing capacity equation?. (Use Terzaghi equation)
Note:
Ya =
16 kN/m³
Factor of safety = 3
Width of foundation = 2.65 m
Length of foundation = 1m.
00 = 30
C = 27
Assume the allowable bearing capacity is equal to the actual bearing capacity
(actual).
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Traffic and Highway Engineering
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