Please answer thank you.Choices :a.895b.598c.958d.589 -PVI 609.00'BUC3 22 BUC-1220100elev @ PVI = 608.00'Determine the elevation at the initial point

Answered: Image /qna-images/answer/063eb9d3-25d2-4c6d-9f5b-09447cf0a655.jpg

Answered: -PVI 607.00' 9 22 BUC -12 20100 OUTH…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Answer must be 119.336kPa
Please solve with a free body diagram [handwritten recommended] I got ans around 2798lb
In the plan below shows a differential leveling from benchmark to another benchmark, along each line represents a sight in the actual rod reading, The direction of the field works is indicated by the number of turning points. TP TI 0875 Use K=16 km and m-8 mm. 1946 $521 a. Compute the corrected elevation of TP2. b. Compute the corrected elevation of BM2. C Compute the corrected elevation of TP3. 2.565 5.741 BM 了977 TP, EL 33971 3.560 BM, 7.186 9.731
Solve for this prob. Formula: H.I. = Elevation of given B.M. + B.S. Elevation of T.P. = H.I. – F.S. Ground Elevation at Centerline Station = H.I. – I.F.S. Error of Closure (e) = SB.S - SF.S. Error of Closure = Elev B.M. – Elev. of the last point
P. 6 m B 4 m E Ap D 6 m 6 m
Find div F and curl F if F(a, y, z) = 5y°z'i – 14x°2°j – 5xy'k. %3D | div F= curl F=
In AHJK, PM I| JK as shown. Find HPM. H. M 76 10 25 27' K O HPM = 76°10' O HPM = 25°27' %3D O HPM = 90° O HPM = 78°23' %3D None of the above
A. TACHEOMETRY 1. A transit is set up at a distance back of the zero end of a level base line 240 m. long. The base line being marked by stakes at every 30 m. A rod is then held at successive stations along the base line. The stadia intervals at each location of the rod are tabulated below. It is required to determine the stadia interval factor of the instrument. Distance Stadia Distance Stadia Intercept Intercept 30 0.297 150 1.482 60 0.591 180 1.776 90 0.885 210 2.073 120 1.188 240 2.367
1 m 260 N B q _im. 320 N/m -1.7 m- 200 N -0.8 m E
DIFFERENTIAL LEVELING. In the following diagram, the elevation at BM-A is known, and we need to know the elevation of BM-K. Prepare the leveling notes and do a customary arithmetic check. No erasures. Show your complete computations on the space provided. All dimensions are in feet. 200 198 175 1.35 ft ТР-2 175 88 ТР-3 180 BM K 180 1.20 ft. ТР-1 ВМ А Elev. 820.00 ft. Datum - Elevation 0.00 ft. 10.90 ft 5.94 ft.
1. Complete the set of differential level and the arithmetic check. B ТР, III II BM TP3 IV ТР, H-44.889 m Point No. Rod readings h/m Reduced Backsight Foresight Rise Fall elevation/m A ТР TP2 TP3 Σ B. 1.464 1.879
Given the following stadia level notes Sta Observed Stadia Intercept Vertical Angle A 1.056 m +2 deg B 1.260 m -4 deg on 1.65 m The instrument was set up at point C with elevation 96 m .The height of instrument is 1.2 m a. Compute the difference in elevation between A and B .f/i=100 b. Calculate the elevation at sta A

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

-PVI 607.00' 9 22 BUC -12 20100 OUTH elev @ PVI = 608.00' Determine the elevation at the initial point