PROBLEM 2 IN A STADIA SURVEY CONDUCTED IN A HILLY AREA SOMEWHERE IN VISAYAS, A THEODOLITE WAS PLACED BETWEEN TWo STATIONS (A AND B) WITH DIFFERENT ELEVATIONS AND THE NEEDED VALUES WAS MEASURED AND TABULATED BELOW. THE INSTRUMENT THAT WAS USED HAS STADIA CONSTANT OF 0.30M AND ITS STADIA INTERVAL FACTOR IS 100. IF THE HEIGHT OF THE INSTRUMENT DURING MEASUREMENT IS 1.45M, DETERMINE THE FOLLOWING: ROD READING LOWER HAIR UPPER HAIR ROD POSITION VERTICAL ANGLE (m) READINGS (m) READINGS (m) STATION A + 120 155 1187 1.913 STATION B -19° 1.20 0.938 1.452 A HORIZONTAL DISTANCE BETWEEN THE INSTRUMENT AND STA. A B. HORIZONTAL DISTANCE BETWEEN STA. A AND STA. B DIFFERENCE IN ELEVATION BETWEEN THE LOCATION OF INSTRUMENT AND STA. B D. DIFFERENCE IN ELEVATION BETWEEN STA. A AND STA. B E. IF STA. A HAS AN ELEVATION OF 323.50 M ABOVE SEA LEVEL, WHAT IS THE ELEVATION OF STA. B? C.

PROBLEM 2 IN A STADIA SURVEY CONDUCTED IN A HILLY AREA SOMEWHERE IN VISAYAS, A THEODOLITE WAS PLACED BETWEEN TWo STATIONS (A AND B) WITH DIFFERENT ELEVATIONS AND THE NEEDED VALUES WAS MEASURED AND TABULATED BELOW. THE INSTRUMENT THAT WAS USED HAS STADIA CONSTANT OF 0.30M AND ITS STADIA INTERVAL FACTOR IS 100. IF THE HEIGHT OF THE INSTRUMENT DURING MEASUREMENT IS 1.45M, DETERMINE THE FOLLOWING: ROD READING LOWER HAIR UPPER HAIR ROD POSITION VERTICAL ANGLE (m) READINGS (m) READINGS (m) STATION A + 120 155 1187 1.913 STATION B -19° 1.20 0.938 1.452 A HORIZONTAL DISTANCE BETWEEN THE INSTRUMENT AND STA. A B. HORIZONTAL DISTANCE BETWEEN STA. A AND STA. B DIFFERENCE IN ELEVATION BETWEEN THE LOCATION OF INSTRUMENT AND STA. B D. DIFFERENCE IN ELEVATION BETWEEN STA. A AND STA. B E. IF STA. A HAS AN ELEVATION OF 323.50 M ABOVE SEA LEVEL, WHAT IS THE ELEVATION OF STA. B? C.

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

Urgent
1. The following results are obtained from a series of cone penetrometer tests.
Define about Time Rate of Consolidation ?
(B) Confirm the validity of statements by writing (T) otherwise write (F) and gave your opinion for it. 1- Shelby tube is used to obtain samples from granular soils. 2- The vane shear test is used to determine the design angle of internal friction of soft clay after modifying
Note:hand written solution should be avoided.
Read the question carefully and give me right solution according to the question. In a two-peg test with the level at mid-point, the rod reading at point A is 2.93 and the rod reading at point B is 2.14. With the instrument near A, the rod reading for A is 4.99. The level should be adjusted so the rod reading on B is: a.) 2.14 b.) 2.93 c.) 4.20 d.) 5.78
1. Importance of penetration test. 2. Effect of temperature, load and time on penetration values. State other conditions.
Samples of aluminum-alloy channels were tested for stiffness. The following frequency distribution was obtained. The distribution is assumed to be normal. stiffness frequency 2480 2440 23 35 2400 40 33 2360 2320 21 What is the approximate standard deviation of the population from which the samples were taken? O 19 O 23 O 37 O 51
At a joint B, if a load of 100 N is required to produce a deflection of 0.25 mm and a slope of 0.1 radians. What is the correct value of stiffness of the joint B?
Jisoo used a 40 meter steel tape in measuring an inclined distance on a gentle slope. The sloping distance was recorded to be 440 meters long. The difference in elevation between the initial point and the end point was found to be 32.49 m. The 40-meter tape is of standard length at a temperature of 20 °C and a pull of 34 N. During measurement, the temperature reading was 44 °C and the tape was supported throughout its length with an applied pull of 82 N. The cross-sectional area of the tape is 1.54 mm^2 and the modulus of elasticity is 200 GPa. The tape has a mass of 0.68 kg. Determine the corrected horizontal distance in meters. Round off to two decimal places.
how can a house be safe during earthquake source zone liquefaction hazard
A collimated beam of sodium light (λ = 589.3 nm) is incident normally on a Wollaston prism constructed from calcite with wedge angle of 15°, as shown in the figure. The angle of deviation between the two emerging beams equals [the refractive indices of calcite at this wavelength are n|| = 1.4864 and n₁ = 1.6584] OA 15% 15° OA