Еxample: 400 mm AAB =D400 mm2 %3D АВ B A E = 70 GPa AB 80 kN d Bc =10 mm ERC = 200 GPa Find d 600 mm.

Q: Locate the centroid y of the shaded ared. L=23.6mm y 2L L 2L 2L

A:

Q: Current Attempt in Progress For the beam shown, calculate the beam slope at A. Assume that a = 50…

A: Question is solved as per previous method but with new values.

Q: 3.57 m 5.12 m 2.53 m 3.26 m 4.26 m 6.09 m| BM1 ELEV = 232 m ТР1 ТР2 BM2 Station BS HI FS Elevation…

A: To find :- elevation of station BM-2 and to fill out the table.

Q: Problem #3 12 kN/m El = constant E= 70 GPa I= 210x10 mm* Required: 6max OA 0B %3D C A. 3m 4m

A: Moment equation:Mx=-12x22+12x-322Mx=-6x2+6x-32so, using double…

Q: ermine the capillary rise (in m.) of a liquid (SG = 4.53) placed on a %3D capillary tube with 1.3-mm…

A: Given data : Contact angle θ=9∘ Diameter of capillary tube d=1.3 mm Specific gravity S.G=4.53…

Q: 2. Determine lg-g for the T-section shown. 40mm 209.545mm 250 mm g g 100.455mm 60 mm 200 mm

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Q: Find the general solution of y" - 3y' + 2y = 2e* %3D

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Q: QIB) The following table represent the field data for traverse (CAB) using Theodolite and steel tape…

A: Solution

Q: Draw the FBD of member ABC 160 mm 90 mm 240 N 180 mm B M 320 mm 125 mm 300 mm Draw the FDBS of…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: 10. TAPE MEASUREMENTS a. A line was recorded as 1750.00 meters long. It is measured with a 0.65 kg…

A: Solution: a. Tape length correction: CL=l-l1l1L=29.997-30301750CL=-0.175

Q: Determine EI8 at point Band end of the overhang. Round off your final answer in 2 decimal places. W1…

A: Given  W1= 34KN/m , W2=30 KN/m  X1= 7m , X 2= 6 m  X3= 5m

Q: І Find max. co=? ; абзамра ;f I ос< бомра 2 2 ш (ки) 100mm та 2т д Зm д 500 это Ra Зм 30 mm T100 стм

A:

Q: 25 N/n 100 KN 20 KN → 3m D 3m

A: Free body diagram -  Vertical forces -  ∑FY = 0RD + RE - 25×10 = 0⇒RD + RE = 250KN      ..........1…

Q: B) RA =, KN, R, =, KN/m 60 KN/m 55KN 175 KN 6.00 m R. 1.50 m 4.00 m.

A:

Q: A) B) TITT

A: (M + R ) &lt; 2 J  =====&gt; statically Unstable (M+R) = 2J ====&gt; Statically Determinates (M+R)…

Q: 25 kN A B 45° 5m 4m F E 30 kN 5m →-2.5m→– 2.5m

A:

Q: 250 kN C. 6 m -3 m 3 m El constant E = 200 GPa = 462 (10) mm %3D

A:

Q: C 8 kN/m 4 3 А В 3 m- 2 m-

A: HA = -1.8 KNVA = 9.6 KNT = 3 KNexplanation is given in below step

Q: 45 kN/m A B 3 m 8 m

A:

Q: 30 kN/m 15 kN-m A| ,D 5 m 3.2 m 1.8 m 10 m For AB use (bxh) 200 mm x 200 mm For BCD use (bxh) 200 mm…

A:

Q: 10mm 203mm. 10mm 15 KN/MT D L/3 L/3 L/3 14mm 10000mm 94.5mm 94.5mr. Girder ABCD Cross Section 274mm…

A:

Q: 2P A SI 4I 2.5m 25m 1.25m 2.5m 1-25m

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Q: 10,000 1b 10 C 10 E 10' G. 400 D. Fig. 6-35 Solve for member CE.

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Q: Find qu Via Terzaghi's equatioms: 2m Y = 18.2 KN/m C =15 kym + = 20° D=3 m CirCular Shape %3D

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Q: 12 kN/m El = constant E= 70 GPa I= 210x10° mm* Required: 8max 0A OB C B 3m 4m

A:

Q: 10 kN 8 KNIM mm 3m

A:

Q: 6.0 KN 1.0 m-1.0 m -4.0 m 2.0 kN/m 2.0 m B 000

A:

Q: 13.35 kN 40° 1.22 m 1.83 m A \D 2,44 m Figure P4.137

A:

Q: %Y. 36 ull 0 1,0K/s Asiacell 3 Reciprocal ranging is employed when

A: Reciprocal ranging is employed when the ranging rod from one station is not visible from other…

Q: 13. A vertical sided rectangular tank ABCD is to be constructed such that sides AB and AD have…

A: Rise and Fall method  The rise and fall method is used to calculate the difference in elevation…

Q: (including P= ? beam weight) P=? fy = 60,000psi Wp = 3 k/ft ar = 5 k/ft %3D 15" 42" 4#10 bars 3"…

A:

Q: the centrold of the following shaded areas 1. Use R = 60 mm. 60 mm R 1.5R 75 mm 45 mm 54 mm

A: To find centroid

Q: 5m 2. Gm 6m

A:

Q: Figure 03 "W, KN/m" 4.25m 5.15m b2= 0.55m b3= 0.75m "Wx1/2m, KN" h2= 0.75m h3= 0.75m 9.95m L4, m b1=…

A:

Q: Find dy by implicit diferentiation if sec(ry) = 6y. dx

A: sec(xy) = 6y..................(1) we will differentiate equation (1) with respect to x

Q: 60 kN 36 kips 26 kN/m 3.2 kips/ft C |C D 7 ft 7 ft 3 m 3 m 2 m 14 ft B.

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Q: Problem #1 270 kN 180 kN El = constant E=200 GPa B I-420x10° mm Required: 8max 0A OB 3m 4.5m 3m

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Q: Draw the FBD of member ABC 160 mm 90 mm 240 N IS0 mm B. 320 mm D. 125 mm -300

A:

Q: E=2,85. 10 ka, 4S kN/m I= 2,64.10 %3D 20 kN 1,5 I 4I 4m 21 fxed Support 3m sliding Support Vertical…

A:

Q: 02: A section line AB 300 m long on a flat terrain measures 102.4 mm on the vertical photograph. A…

A: Given data : Line length =300 m The average elevation of terrain was 553 m f=152.4 mm.

Q: Determine the location of the GEOMETRIC CENTROID and PLASTIC CENTROID. Use fc' = 27.6 MPa and fy =…

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Q: BD = 26 mm thick %3D C = 11 mm diameler P= 29 KN O= 75° Find IC in MPa 100 mm 175 mm D 20 E 200 mm…

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Q: ass of plane: ension, T: 22,000 kg 400 N

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Q: 5 kN/m 4m 5m 1m E = 200 GPa | = 1865 x 10° mm ent (El) equation: M(EI) = 8.75 (x) –5 [(x - 4)²] [(x…

A:

Q: A 10 m y D B 60 KN 40 KN 80 KN 30 mr 50m 50m -30m

A:

Q: CONVERT: 6.5 psig to MPaa 330 mm Hggauge to mm Hgabs and kPag

A: It is required to convert  From  6.5 psig to Mpa and 330 mm Hg gauge to mm Hg absolute and kPa

Q: culate the moment of Inertia £x and 4 с Ty * 28x11.5 10x153 AMERICAN STANDARD CHANNELS Theoretical…

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Q: 30, 75.50 kN 35 kN 225 kN.m Fixed 15 kN.m 10 kN Fosm + 1m 0.75m

A: Free Body Diagram

Q: actured r flowing d 7.87x10

A: