SHOW COMPLETE ILLUSTRATION & SOLUTION Using the following notes, what is the elevation of BM14StationBSFSElevationBM124.64209.655.065.025.8515.822.25BM136.028.9634.3448.063.2259.453.71612.322.02BM141.98

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Answered: Using the following notes, what is the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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PC1 PI1 0+000 Lct PT1 R1 11 STATION NORTHINGS EASTINGS 0+000 11475.55 8927.24 PC2 9291.91 9546.66 PI1 11478.80 P12 11179.37 R2 V1 PI3 10804.76 9282.44 Lc2 PI4 10512.37 9433.48 13 12 PCC V1 11245.48 9490.41 PI2 V2 11074.50 9472.69 END 10203.85 9016.99 Lc3 R3 V2 LINE AZIMUTH DISTANCE 0-PI1 PI1-V1 V1-V2 PT2 V2-PI3 PI3-PI4 PI4-END PC3 R4 CURVE LC 1+140 PI3 1stCurve 2nd Curve 14 Lc4 3rd Curve 4th Curve 5th Curve PRC STATIONING 15 PC PT Lc5 PC2 P14 PCC R5 PT2 PC3 PRC PT3 PT3 END END OF ROAD ---- ----
-4t Find the Laplace transform'of the function 2 cos 3t - 5e + 6t-9. 2s: 5. 6 9 2s 6 9 is² +9 s-4 s s а. C. s²+9 s+4 s s 6 6. 6 9 b. d. s?.+9 s+4 s“ s s? +9 s-4 s? s 5
2.) 30° 20016 TRUSS A 30 30 101 101 5016 30016 SO!VE FORv REACIons
The beam is subjected to the loading shown. If the allowable shear stress is Tallow = 75 MPa and the allowable bending stresses are o, = 50 MPa in compression and o = 120 MPa in tension, determine its required cross- %3D %3D %3D sectional dimension b in mm. 25 kN/m 20 kN/m 10 kN B VC VD E VG A 30 kN m 1 m 0.75 m 1 m 0.5 m 0.5 m -0.25 m b. 1/2
The accompanying schematic arrangement of line portray a differential level route. Th values indicated represent back-sight and foresight readings taken at different points as labelled. Prepare the complete differential level notes for the information shown and the customary arithmetic check. STA. BS HI FS ELEV. BM1 2.35 356.65 TP1 1.37 3.28 TP2 3.08 2.04 ТРЗ 1.54 3.61 ТР4 0.85 3.69 BM2 3.07 Arithmetic Check: Elevation BM1+(SUMMATION OF BS) -(SUMMATION OF FS) =BM2 A. Height of the instrument at TP4. B. Elevation of TP4. C. Difference in elevation of TP1 and TP4.
Ps i04 kN/2 fzo002 de 0:02 m Find 7
Determine the moment of inertia Ix of the shaded area about the y axis. as the following procedure: 3- find the moment of inertia Ix of the circle part (mm?) |-100 mm-100 mm--150 mm 150 mm 75 mm 150 mm Select one: O 422458309 O 450.06*106 O 24850488.76 O None
Q3) From the figure below Compute :- 1)Elevation of point B 2)Elevation of point C 3)Height of the tower Ym 1.6m to atte ВО A elev-90m 120 120m Tower 20³.
Determine static indeterminacy
COMPLETE THE FOLLOWING TABLE: 5(y")² + 10(y')³ = 3x -y d²y dt² y"" +3y' +2y=x² 8²v əv дуг əx d²y dx² = 1+ +1 dx 4 + (5t + 1)² = 0 dt DEPENDENT INDEPENDENT ORDER DEGREE ORDINARY/ LINEAR/NON- PARTIAL LINEAR
problem #3
Analyze the beam

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Using the following notes, what is the elevation of BM14 Station BS FS Elevation BM12 4.64 209.65 5.06 5.02 5.85 1 5.8 2 2.25 BM13 6.02 8.96 3 4.34 4 8.06 3.22 5 9.45 3.71 6 12.32 2.02 BM14 1.98