Reciprocal leveling between points A and B, located on opposite banks of a wide river gives the following readings in meters. From the first setup near A: on A, 0.993; on B, 2.076, 2.077, and 2.078. For the set-up near B the readings are: on B, 2.549; on A. 1.463, 1.462, and 1.463. If the elevation of A is 925.28 meters determine the true difference in elevation between the two points and the elevation of B

Reciprocal leveling between points A and B, located on opposite banks of a wide river gives the following readings in meters. From the first setup near A: on A, 0.993; on B, 2.076, 2.077, and 2.078. For the set-up near B the readings are: on B, 2.549; on A. 1.463, 1.462, and 1.463. If the elevation of A is 925.28 meters determine the true difference in elevation between the two points and the elevation of B

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

Fiberglass tapes are more flexible than steel tapes O a False O b. True All total stations are robotic instruments. O. a. True O b. False K
Compute for Rc 1.5 kips/ft A B 8 ft 12 ft 20 kips O a. 8 kip(s) Ob. 10 kip(s) Oc. 12 kip(s) O d. 6 kip(s)
Analyse by slope deflection mathod 100KN 0.002 J 30KN RO 12.cm 2m EI 2ET
Situation 6: AC3x35 has a length of 1.40 m. Fy-248 MPa. The properties are given below. Properties of C - Channel with L-1.40 meters. A-703 mm^2 d = 76 mm bf - 34.8 mm tf-6.93 mm kdes - 17.5 mm tw - 3.35 mm rx - 30.5 mm ry - 10.0 mm Cw-0.0741 x 10^9 mm 6 ro 39.90 mm H-0.646 J-9.41 x 10^3 mm 4 1. Which of the following most nearly gives the axial capacity (Pu) considering Flexural Buckling if support conditions are both are pinned? 56 KN O 48 KN O 77 KN O 65 KN
A constant head orifice from a tank feeds water into a flume (open channel) 5m in length and 500 mm wide with a rectangular contracted weir (L=200mm) at one end and close at the other end. The orifice diam is 80mm, coef of discharge=D0.92, and a head h=1m. a) Find the maximum head H of the weir. b) If the supply from the orifice is closed, find the time to lower the head of the weir by 80mm. c) Find the total time for the flow in the weir to stop after closing the supply of water from the orifice.
3M 2 KN/m A. RA RB Calewlate the midspan deafestim using ☺ Druble Integintim Area-Moment Methed O Syperpasition Hlothed 100X 10° mpa ; I- 80X10° mmT
SIT. I 26KYm A 7m 5m B Use TME 180KN Im 3m HT 0.8k f E = 110 GPa I Det. a.) MB Fun b.) Mc 0.8KM D c.) Mmax d.) RA e.) Rc 0.3mm. = 2010 x106mm²
CE. 43mm 7my 12mm gmR 62mm gmm Amm Smin 10mm 29mm 5mm lom 5nim 2mm Fmm q WHAT iS THE DISTANCE OF THE CENTROID FROM THE X-AXIS b) WHAT IS THE DSTAMCE OF THE CEMTROID FROM THE YAX1S C What Is THE INERTIA ABOUT THE XAXIS WHAT IS THE INERTIAA ABOLur THE Y-AXIS
Q24use the Virtual work methad to find the Virticul ound harizantal displacement at joint D. 162 30KN Sm A. 4m 3m 3.
3K/ft ... I2K I6K 16K 2K/ft a tatatafot 8' 4' 4' 4' 8' A -18 kips B) -12 kips -34 kips D -26kips E -32 kips F) -43 kips G -43 kips (H) -62 kips
Problem No. 1 In the accompanying figure A, B, and C are three known control stations and P is the position of a sounding vessel which is to be located. If b = 6925.50m, c 6708.40m, angle BAC = 112 45'25", angle alpha 25 32'40"and angle beta = 45 35'50". Find the following: A. Value of angle x B. Value of angle Y C. Length of m or AP D. Length of d or BP E. Length of e or CP F. Angle theta G. Angle phi
Z1 Section 6 Statics of Rigid Bodies (CET 0214-6 - STATICS OF RIGID BODIES) Cle 1 C North a b 42.5° 63.8° East 280m B A surveyor sights a target at C from points A and B, recording the angles shown. Determine the magnitudes of the position vectors a and b. (Non-anonymous questionO) S (1 Point) TUpload file File number limit 2 Single file size limit: 100MB Allowed file types: Word, Excel, PPT, PDF, Image, Video, Audio