Example t) Hw/ Fin d q when dra duwn in not exced 3.sm (confned afuifen) - well = ?? %3D G.L wiT 3.5 k= 16 m/day 300mm B=16m lo0

Q: Q/Arigid Platform weighing 53.5 KN is Supfortedby tnree equelly sPaced roads The rangement is…

A:

Q: Use the Area -manent methond to calculate he slope and he Simply Supported beame shomm balow…

A: The Bending moment diagram and MEI diagram of given simply supported beam is shown below:

Q: Fond maximmdeflection far the beana 20 br W=10 kW/wn Ans 138.69 ET maxo

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Q: "ndasly- Ea3) The between tus squere fat perrallel space plates is hilld with oils each side of…

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Q: 4 kN/m M R = R = R_= E ME VB = Vc² VD² MF= M C 11 RA x1 3° F 6 m ני MF B 6 m 2⁰ 8 kN/m KN KN 2 KN…

A: Step 1 Hi! Thank you for the question As per the honor code, We'll answer the first 3 subpart of…

Q: 22 E Asettling b•sin is dosinnad tohave surface over rate (SUR) of 82 6 m/d - Determine the over all…

A: particle size in mm velocity in cm/sec % particle finer than 0.1 0.107726 90 0.08 0.068945 85…

Q: (20 KN : Giv en ! [ 179.8 x10ommu E : 200 Gpa Req'd : a) loca him of From A- b) Slape @ Hthe 3n max.…

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Q: Fond maximmd Efacont Jeflection for the beam 20 bt W=10 kW/n Ans 138.69 ET maxo

A:

Q: Structural

A: As there are multiple questions posted, According to the guidelines only the first is being…

Q: Fond maximum. seflection far the be 20 brt WEL

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Q: / for the beamin fi anco MPHdc the immediade de flectionduebototal Load 3ure be b-Estimate the…

A: given data ,D.L=10KN/mL.L=35KN/mL=2.5mh=700mmbw=350mmb0=200mmd=620mmdeflection for this…

Q: A simply supported wood beam that is 13.8 m long carries a 35 kN concentrated load at B. The…

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Q: 1 Asimple U-lube manomeler Containg Mercy IS Connecled to apipe in which s egr =d8 and having vacum…

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Q: 3 4.20 B A 4.0 m BAR WEIGHING 100 N IS REUTING ON A SMOOTH FLOOR AND AGAINST A MOOTH WALL AT POINTr…

A: To find the value of P

Q: ACTIVITY NO. 7 : PROBLEM 1: GIVEN: COLUMNS fc' = 28 MPa fy REQUIRED: мра WITH Øjen if ė = 250 mm…

A: fc = 28 MPafy = 420 MPae = 250 mmh = 500 mmcover = 75 mmRebars 4-28 mmb = 400 mm

Q: A body consist of a right ciralor solid cone ok luig ht 40 mm ond do dius 30mm placed on a solid…

A: step 1-

Q: ?----=In fig. D1= 50 mm, DO=25 mm, p1-p2= 20000 pa., CO=0.7 ,Q P₂ 0 0.0025 m3/s O

A: Given, D1 = 50 mm  Do = 25 mm  ∆P = 20000 Pa  Co= 0.70

Q: .12.4 A maso m is laumched with an chitial speod U. - 400 ft sec. The launch aungle is O = 50". The…

A:

Q: Thre plate 1 large plates ane Separateel thin layers - 2 2m/s of ter Cu=l.002 #lo pais) and Water on…

A: To find  Direction and Speed of bottom plate to hold center plate stationary?

Q: 1o k /m 40 EN 20 kN eMp 습 Mp m 2 Mp 5M 10M leulak Hp value, to susteir the giver loading. |

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Q: A (20°C) a rigid beam in placed upon the rods shown in figure: Determine the magnitude of uniformly…

A: Finding out the value of W.

Q: RI a nonim smos ya beinson Pohidabbl Р ↓ р Puad ↓ 825 a Derive the maximum deflection 39820 R22 peit…

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Q: Time-Scaled Network: The following activity list repres job logic and the durations of a

A: The duration of the activity is given, the network diagram will be as following:

Q: 30 MPа

A: From figure 2, When shear stress is at 48MPa and Major principal stress is at 104Mpa, the rock will…

Q: Determine thea) Mohr diagram (Mohr circle) of the following diagrameffortsb) Combined efforts…

A: To determine the Mohr circle and combined efforts for the given stress diagram, we need to analyze…

Q: Solutlon: Given data: STEP AB = 3m ie [6: sm 2.50m A 1'5 m STEP 1) 1. Magni huele of the Horizonheul…

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Q: Determine the moment of Inertia of the section. 150 mm 30 mm A, Yo di N.A. 30 mm 160 mm

A: Dimensions of flange, bf=150mm, tf =30mmDimesions of web, tw = 30mm, dw =160mm.

Q: Determine the maximum length of W12x35 section if its used as a hinged column to support a service…

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Q: Example 3: For the setup shown(Figure below), Draw, ht, he , hp and velocity of flow ? Figure (7a)…

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Q: Mercuny barometer at the base OF the mantain read 7l16 mm- At thhe same Aime, another barome ter at…

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Q: ECALCUL ONEIS POWEROFE NONLY TO WORKON T OOLE ACADEMIC CODEOF HONOR WILL RESU ALL YOUR STEPS CL a).…

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Q: Solution. 1- H.I method H.I = B.M Elev. Elev. H.I - Staff Reading (I.S or F.S) No. Point B.S F.S 1 2…

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Q: A wedge and a block are shown in the figure. The coefficients of friction are as Dllows: 0.25…

A: Given:- The weight of the wedge = 200 N  The weight of the block = 500 N  The coefficients of…

Q: Given Information • F₁₂ = 0.3 KN 1 ● ● a E To find 100mm F. 2 T= 30 N-m - Hundred milli Meteor = 0.6…

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Q: (20 KN: Giv en ! I 179.8 x100mmu 3n E : 200 Gpa Req'd : q) loca him of From A- b) Slape @ the max .…

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Q: A wate tank is 22m deep. Althe bottom it is 100m k 60m. the side slopes have a slope AĻ horizantul…

A: Solution; Given data; Depth of the tank=22 m At bottom of the tank, dimensions, L=100 m,  B=60 m up…

Q: 60 kN A 30% 2000 mm 3000 mm 30 kN 50 KN 3000 mm 50 kNm

A: