3-11) A squarefoundlation mat supports thc fourColumns shown. Determine the magnitudt ond pointof application of the resultant of the four loadsYgoleh12KNA20KNPKNComSmSm

All loads acting is vertical so the resultant of the loads will also be vertical.Assume the…

Answered: 3-11) A squarefoundlation mat supports…

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter4: Mechanical Processes

Section: Chapter Questions

Problem 4.1P

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A 2.75-m-diamter wood-stave pipe has 9m3/s of water entering through a horizontal 30oreducing bend where the other end is 1.82 m indiameter. The curved portion is made of steel plate toresist rupture and the bend is embedded in concreteblock weighing 2400 kg/m3. The pressure at entranceof the bend is 138 kPa. The combined weight of thebend and its content is 268 kN. Neglecting friction inthe flow, compute the minimum volume of concreteblock holding the bend that can withstand the thrust ofwater on the bend assuming the coefficient of frictionbetween the concrete and its foundation is 0.30.
e For e Vosom Show, V8 Bl yAaKTmmssn Fle xuva, (Bendking) stiers Mo Voemm wos (32 ey Octevmine: - ) M axi mum Shear Stresr inthe beam (Tnax). 2) Wiarimen Shear Sorce tn the wail (Cuary- f the SPacing o€ mail (Mee =~y ) Maximem Sheay stvery ab Gl (@Aowel(R) -
Please fastttt only final asnwer needed
ANSWEWR URGENTLY
distributed load = 13kN L = 3m (3L = 3 x 3m = 9m) F = 7 kN.
A simply supported rectangular beam of length 6.45m has a width of 390.5mm and an effective depth of610.5mm. The beam is to be reinforced using 12 ?? bars. The beam supports service dead loads ofWd = 13.5kN/m and WL = 35.5kN/m. f'c = 28Mpa and fy=420 MPa Given: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m 1. Calculate the ultimate moment capacity of the beam.2. Calculate the height of the equivalent stress block.3. Determine the number of bars required for this beam.
HI! HELP ME WITH THIS PLEASE. TYSM. P.S CLEAR SOLUTION PLEASE.
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Use fy = 345 mPa
Pls. AnswerGiven: f'c = 35 MPa fy= 415 MPaSolve for Slab S-1 (only)
Determine the maximum weight ofthe bucket that the wire system cansupport so that no single wire developsa tension exceeding 180 lb.

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3-11) A squarefoundlation mat supports thc four Columns shown. Determine the magnitudt ond point of application of the resultant of the four loads Y goleh 12KN A 20KN PKN Com Sm Sm