Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Chapter 16, Problem 6P
To determine
(a)
The definition of drainage area.
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- 23) An HSS 10 × 6 × 5/16 with F, = 46 ksi is used as a column. The length is 16 feet. Both ends are pinned, and there is support against weak axis buckling at a point 6 feet from the top. Determine a. the design strength for LRFD. b.the allowable stress for ASD 6' 10' 16' y-axis x-axis (good luck) Falls 12Aarrow_forward+ H.W ATF pland as illustrated in hig below. has. the following: a primary clarifier with a 16.8m diameter, 21m (SWD), and Single peripheral weir, an 26m diameter TE with a 2.1 deep stone filled bed; and a final settling Tank with a 15-2m diameter, 2.1m (SWD), and single peripheral weir, The normal operating recirculation ratio is NA 0.5 with return to the wet well from the bottom of the final during periods of low influent flow (fig② The daily wow flow is 5220 m³/d with an average BOD of 180-9/1 Calculate the loadings on all of the units, and the anticipated. effluent BOD 2 20°C and 16C * Assume @ efficiency of removal BOD load of 78% in 20 C Is of 68% 7416 68/74/6 Futurarrow_forwardW10 x 33 A992 steel [x= ry=9 Q2) Does the column shown in Figure below have enough available strength to support the given service loads? a. Use LRFD. b.Use ASD D= 180k L = 540* W14 x 90 13' A992 steel (Sto Sage)arrow_forward
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