Delete Insert Backspace Ohio Valley Student Conference The. University Akron Reference Engineer 3,2KN 3.2 KN Date a= 75 cmx_! M30.75m 100cM D€EMA=0=3.2KNCO.75M)+3.2KN (3,25 m) F0.75M 2.5 D. # Dy=3.2KN =0=-3.2RN-3.2KN +3,2KN+Ay Чт py +E fy (KN)? 3. FAy=3.2KN (KN-m) м -3.2 2.4

Q: I KN Im 2-50 KN /m ROUER B HINGE 2.25m 0.757, 1m 5.0 m FIGURE 003

A: GIVEN BEAM

Q: m, 3 m an

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Q: 16.3

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Q: 31. a) Deternine the elevation at each stations. b) Difference in elevation between the 1+20 and…

A: Given profile levelling HI = height of instrument FS = fore sight BS = back sight IS = intermediate…

Q: ches in di

A: Using equation :HL=flv22gdv=QA=2π45122

Q: 3m В G P E 3m C D

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Q: in eacn memt uss 4.0 4.0 B 4.0 100KN 200KN

A: Find the force in each member of the truss shown in Fig.using method of sections

Q: Sta. B.S. H.I. F.S. Elevation В.М. 1 1.21 50.00 Т.Р. 1 6.20 4.65 Т.Р. 2 4.82 3.11 Т.Р. 3 3.03 5.22…

A: Height of Instrument= Elevation+BS Elevation=Height of instrument-FS STATION B.S. H.I F.S.…

Q: ential Leve Prepare and complete the differential level notes for the information shownin the…

A: Prepare and complete the differential level notes for the information shownin the accompanying…

Q: F H. D B 8m 7.6 7.2 6.8m 135 kN 135 kN 135 kN 135 kN 135 kN 135 kN 135 kN 8 panels at 6m = 48m

A: Determine the force of the truss shown in Fig.

Q: STA BS HI FS ELEVATION BM-A ТР 1 TP 2 1.73 346.50 m 2.50 1.85 2.76 1.05 TP 3 3.15 1.20 BM-B 1.93…

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Q: ONS B.S. H.I. F.S. LF.S. ELEVATIONS -a 1.24 234.51m 1.11 3.40 4.6 2.8 3.6 2.4 3.21 2.46 1.2 3.2 2.8…

A: Given profile levelling HI = elevation +   BS elevation = HI - FS or IFS given elevation of BM a =…

Q: 405 E= 200 CDA I= 19 X 10 4. A 2m 4m at C. C P. the to teation S'D. Ball Pen 1423

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Q: F H B 7.2 7.6 KI 135 kN 135 kN 135 kN 135 kN 135 kN 135 kN 135 kN 8 panels at 6m = 48m

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Q: 1.2m 1.2m

A: Dead load on purlin , =800×1.2=0.96 kN/m Live load on purlin, =1000×1.2=1.2 kN/m Now calculate the…

Q: 400lb 10 A P ,000 1b ROLLER it

A: Finding out given member forces.

Q: 350 mm 45 KN B 500 mm 9 kN C 9kN FD KN 400 mm D Wall

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Q: Given E1 = 2*10" Kn.m² Suttlementate 2cm to the right Find all reachions 100kn Using moment…

A: Solution: Moment Distribution Method: Fixed end moment: Span DB: MBD=100×1=100 kN Span BC & BA:…

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0 + 00 + 10 3.0 2.3 TP1 3.13 0.64 0 + 22 2.7

A: The elevation is generally the vertical distance from a datum that is the sea level, to a point on…

Q: Reactions: ΣΜΑΤΟ 9 × 1 + (4 × 1· 5 ) × (2-5 + 1-5) - V₁ x 4 = 0 VB = 7.125 KN ≤ Fy = 0 VA =0 Shear…

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Q: = 3.086 GA Cm ,2.914 Cm 1,-1. Scm TOP most £ Lcft most Bottom most E Right mast Reference Reference…

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Q: 5 20lw 30KJ 2 13 4m lokaj A 3m 3m 3m 3 y

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Q: FH on the curved gate. Is S Water 4m -- -? If the gate width= 6 m F r=1my B 264600 NO 264600 lb O…

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Q: B C 3m A 30°

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Q: 1m 1.5m 1m 25KN 2m B 0.8m C 1.8m D E

A: Find force in AB, AC and BC

Q: 152 x 152 x 23 UC Frame Beam Diagram 28.2KN Self Load 805N 28.2KN 2.0m Ra 75 3.5m Pulley and shaft…

A: In Both frames, deflection is determined using Macaulay's method. The steps to determine deflections…

Q: w = 14 kN/m, ME 3 kNm, and RA = 7.92 kN w kN/m MẸ kNm в A B C D E 0.8m 1.0m 0.7m 2.0m RA M(x) cut

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Q: PROPILE LEVELING. Complete the following set of pro- le level notes and show the customary…

A: Profile levelling is the process of raising the ground surface up along a fixed line in order to…

Q: Q3) Explain level parts and the procedures of setup with sketeh.

A: Solution: The most commonly used leveling instrument to find the location of different points in…

Q: ?근 d=0:02 m 7m Lalom Uso-2% Frnd Z 2.

A: Given:pressure at point 1    P1=104 KN/m2  and HEad Z1=7 m   and velocity V1=0at point 2    P2=0…

Q: stream, the water flows 0.71m dee ace in the apron.

A: We know equation :2q2g=y1y2(y1+y2)q=Qw=18023.5=7.659m3s·mso,2(7.659)29.81=0.71y2(.71+y2)y2=3.7647m

Q: 2 kulm 8KN 4m

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Q: rch Alt+Q) Heber John de Vera HI Review View Help ACROBAT O Record B Share so kN 40 kN/m lo kNm 20…

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Q: An OPEN HaNatt is T BE DESIGNER TO lit/ce Q = 2000 compuTE TE DEPTH OF MOST 0.0008 EFFICIENTSECTION…

A: Discharge, manning’s constant, slope is given and it has been asked to determine the depth of most…

Q: 180 lb/ft 120 Ib/ft D B |C 5t 5t- 10 ft Compute for the Ely value at the midspan using Moment Area…

A: L = 20ft

Q: STA BS HI FS IFS ELEV BМ — а 1.24 234.51 m ТР- 1 1.11 3.40 1 + 00 + 25 + 50 + 75 ТР - 2 4.6 2.7 3.6…

A: Height of instrument method HI = elevation + BS elevation = HI - FS

Q: It is required to estimate the minimum factor of safety for the complete drawdown of the section…

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Q: 4m 5m Soit- 4m

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Q: Draw N, V, M diagrams. 9.5 Kn Hinge Q2 = 2.2 KN/m %3D Q2 = 1.6 KN/m II A F M = 6 kNm -7.50 2.56…

A: Finding out SFD and BMD.

Q: SEATWORK NO. 1 3. If gage A reads -20 kPa, determine the elevations of points L, N, Q and D. 2 El.…

A: Consider the given data Pressure of gauge AP=-20 kpa=-20×0.14503=-2.90 psiSpecific gravity of…

Q: Uge The Area- deflechien abor <how below

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Q: Vera View Help ACROBAT Record 5o kN 40 kN/m lo kN/m 20 kN-m - 2mt am unt Dranw

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Q: STA BS HI FS IFS ELEV BM-a 1.24 234.51m ТР-1 1.11 3.40 1+00 4.6 1+25 2.8 1+50 3.6 1+75 2.4 ТР-2 3.21…

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Q: A line of levels was run from BM15 to BM16 covering a distance of 3.5 km. BS and FS distances every…

A: TOTAL NUMBER OF SETUP POINTS AREn=DistanceAverage distance

Q: 6 т 7 т 8 m LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7 MPa fs = 138 MPa Main 12 db, Temp 10 db…

A: DESIGN OF SLAB-1 Ly=17.00 Lx=16.50 Ly/Lx=1.03&lt;2 Hence it is two way slab. For continuous…

Q: Draw SFP 2010 ↓ →→ 2m a *16 Im Tom 3m 320kNm 2 kN/m 7777 2 m & uis рокнут 5kw/m I'm علا 618 20 kN/m…

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Q: 3m ws 6m 10 2 6m 10 WS Sm 6m 6m drain

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Q: Subject Home Work:- Draw S.FD and B.M.D 24KN.m G HNIM 3KN

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Q: STA BS HI FS IFS ELEV ВМ-а 1.24 1.11 234.51m 3.40 ТР-1 1+00 1+25 1+50 1+75 ТР-2 2+00 2+25 2+50 ТР-3…

A: To find :- elevation at each station using height of instrument station.

Q: Peoblem (2), Find the centraid of The shaded area. Note that he area is a rectaye minUI a pacabolafy…

A:

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.