Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Chapter 17, Problem 5P
To determine

(a)

Bulk density of the soil

To determine

(b)

Dry density of the soil

To determine

(c)

Void ratio of the soil

To determine

(d)

Porosity of the soil

To determine

(e)

Degree of saturation of the soil

To determine

(f)

Volume occupied by the water in the soil

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8m y=x²/2 2m 2m 4m 2m Lm y=x²/4 3m 4 5m 9m A+
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
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