71M[Template].)->A)le 3 mle 3113 m30 KN120 KN- mEindthe Resultant and the angleFindthemomentaboutPoint i7Draw theReactions o fO PinnedSu pportRoller Su PpertFix edSu pportFind the Resultant of50 KVIS KN

Solution to question (1) (For Q2,Q3 please post separate question)

Answered: Q. 5le 3 30 KN 120

Engineering

Civil Engineering

Q. 5le 3 30 KN 120

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: L K H 3 m A G B C E F |-2 m--2 m--2 m--2 m--2 m-|-2 m-| 20 kN 30 kN 40 kN

A: For determining forces in members of truss two methods are used which are as follows: Method of…

Q: 777 TTI

A: static indeterminacy : When the static equilibrium equations - force and moment equilibrium…

Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: LINE LENGTH (l) BEARING θ LATITUDE (L) DEPARTURE (D) AB 550 S 80.00° W 260° -95.51 -541.64…

Q: 31. a) Deternine the elevation at each stations. b) Difference in elevation between the 1+20 and…

A: Given profile levelling HI = height of instrument FS = fore sight BS = back sight IS = intermediate…

Q: Та Tb 15° 30° Td Tc 60° 75° W

Q: Complete the table by referring to the data below: - compute for the lat and dep - compute LEC and…

A: Solution: Solving by Transit rule: Corrected Lattitude: Clat=-Lat. ∑Lr∑L Corrected Departure:…

Q: A space force is directed from M(5,0,4) to (N(2,3,-1). If ita magnitude is 30ON, then its…

A: To find x component of 300N force

Q: 2)Given the following set of stadia level notes. FORESIGHT VERTICAL BACKSIGHT STA STADIA VERTICAL…

A: The formula to calculate the height of instrument : at station A:Height of…

Q: Station B.S. 71cm H.I. F.S. Elevation 100 BM1 Remarks TP1 TP2 66cm-72cm 32cm-37cm 185-189.5 291-294…

Q: 6-12. What is the angular misclosure of the closed traverse below? Ans.: A (a.) (b.) (C.) (d.) B85°…

Q: HI PLEASE HELP CAN YOU HELP ME WRITE CONCLUSION (ATTACHED PHOTO ARE THE DATA AND RESULTS). ITS ABOUT…

Q: TRIAL 2: COUNTERCLOCKWISE DIRECTION: No. of Full Partial Tape Length of Line Perimeter Line Length…

A: In surveying, traverse measurement is one of the works that is always done by the chain measurement…

Q: Find Find 300 EN 30 F1= 205KN

Q: Compute the DPD of each lines (AB, BC, CD, DE, EF, FA)

Q: Station BM1 TP1 B.S. H.I. F.S. Elevation Remarks 71cm 66cm-72cm 32cm-37cm 100 185-189.5 ТP2 TP3…

A: HI = ELEVATION +BS ELEVATION = HI - FS

Q: Station B.S. 71cm Н. F.S. Elevation Remarks BM1 100 TP1 TP2 ТРЗ 66cm-72cm 32cm-37cm 34cm-36cm…

A: We will use Height of instrument method HI = RL of that station +BS of that station RL = HI of…

Q: Compute the area of the following shape in (Dunam, Evlek, m2):

A: Join B to E and C to E. So that we can find area of ∆CDE, ∆BCE and ∆ABE and area of circular segment…

Q: Compute the departure for the following line: S 13°-28'-50" W 118.97' O-115.6923 O-42.8872 O-27.7337…

A: Given :- Length, L = 118.97 ft Bearing, θ = S 13°28'50'' W To Determine :- Departure of the given…

Q: 6) B 11.7 с 7 Ө A

Q: STATION DIRECT DOUBLE MEAN REMARKS DEFL. DEFL. DEFL. Azimuth 111 - 112 = 121° 21' 111 147° 01' 293°…

A: Station Direct Double Mean Remark 111 147°1' 293°59' 147° (147°1'+293°59')/3 112 116°11' 232°22'…

Q: HI HELP PLEASE WITH THE OBJECTIVE, INTRODUCTION AND CONLUSION(ATTACHED PHOTO ARE THE DATA AND…

A: To determine the elevation difference between BM-a and BM-b.

Q: Q-2-: In the following table: a. Check all calculations. b. What order of levelling does this…

Q: Forward Backward Line Bearing Bearing S 37deg. N 37deg. 1-2 30min. 30min. W E 43deg. N 44deg. 2-3…

Q: Q3/ from the travers below find; A; the interior angles (F, G, H,J, K) B; bearing direction of ( FG,…

A: Given data Bearings To find Angles Directions

Q: Q3/ complete (LAT, DEP) of travers ABCDE Station Azimuth Length Latitude Departure A 26 10' 285.10 B…

A: As per guidelines we are supposed to answer only 1 question so repost rest questions separately

Q: 100kN is attached to the pin at A. Determine the tension in the horizontal cable. Also, determine…

Q: Get the distance and bearing of line EA

Q: Q- A section line AB 300m long on a flat terrain measures 102.3mm on a vertical photograph. A radio…

A: Given- A section line AB 300m long on a flat terrain measures 102.3mm on a vertical photograph. The…

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0+ 00 3.0 + 10 2.3 TP1 3.13 0.64 0 + 22 + 30.5 + 34. 2 + 39.3…

Q: Calculate the bearing of line P-O. Ans.: S N77° 19'21'E Rored azimuth 113° 10'54" 47° 44'46" Q…

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0 + 00 + 10 3.0 2.3 TP1 3.13 0.64 0 + 22 2.7

A: The elevation is generally the vertical distance from a datum that is the sea level, to a point on…

Q: Bearing or Azimuth of Line AB: Adjusted Interior Sta Dist Observed Interior Angle 0 Sta Obs Мean…

Q: W H 312° 45'00" - S50° 30'00"W N O S N80° 20'00"E 132° 50'00" G F E

Q: The top of the tower signal at B 2000 m away from A was sighted through a transit with a recorded…

Q: COMPUTED CORRECTION BALANCED COURSE DISTANCE BEARING LAT DEP LAT DEP LAT DEP AB 495.85 N 05°30' E BC…

A: Latitude is Lcosθ Departure is Lsinθ Latitude Correction=-LengthPerimeter × Latitude…

Q: From the given data of a closed traversed, Line Bearing Distance AB S. 8deg. 51' W. 126.90m. BC…

Q: AB N I 1 15°19'27" / OBC -DE OEA OCD AB = 87° 50'17" OBC= 78°53'09" OCD 120° 47'17" DE-69°32'42.5"…

Q: STATION H.I H. ANGLE H. DIST V. DIST ELEV. ft ft ft Instrument station #1 (between BM and station…

A: Height of the instrument =elevation +vertical height and elevation =height of indtrument -vetical…

Q: +he quadrilateral measured by tape:. MEA SURING ANGLES TAPE. In ABCD WITH shown in Fig. I1-18, the…

A: Given All the length of sides of the Traverse (quadrilateral) and diagonal. To find All the angles…

Q: 7777711

Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

100%

71
M
[Template].)
->
A)le 3 m
le 3
11
3 m
30 KN
120 KN- m
Eind
the Resultant and the angle
Find
the
moment
about
Point i7
Draw the
Reactions o f
O Pinned
Su pport
Roller Su Ppert
Fix ed
Su pport
Find the Resultant of
50 KV
IS KN

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

12. Convert from bearing to azimuth. a. S 25° W b. N 35° E c. N 20° W
Convert the following bearings to their equivalent azimuths: [ Select ] N 25015' E (azimuth from south) [ Select ] Due East (azimuth from south) [ Select ] S 50015' E (azimuth from north) [ Select ] S 45045' W (azimuth from north) >
Dizr. 36l {,0K/s Asiacell bläi 3 Reciprocal ranging is employed when * both the ends are inaccessible. O the two ends of a line are not intervisible. the ends of the line are not visible even from intermediate points. one end of a line is inaccessible. O bläs 6 Find the horizontal distance AD. If BD and CD were 30m and .80m respectively B 190° 3D
Answer the unknowns
2. Complete the missing data. LINE DISTANCE (meter) BEARING 1-2 123.4450 140.2336 S 73.45E N 18.19E 2-3 3-4 4-5 146.3536 164.868 S74.21E S 19.71 W S81.90 W N 52.88 W 5-6 6-7 194.7219 7-1 96.3024
i need the answer quickly
A closed traverse has the following data: Course Bearing Distance 1-2 N9.27deg.E 58.7m. 2-3 S 88.43 deg.E 27.30m. 3-4 N 88.78deg.E 35.2m. 4-5. S. 5.3deg. E 35.0m. What is the bearing of the line 5-1? Select the correct response: O N. 72deg. 07 W O S.72deg. 07 W ON. 72 deg. 07' E
Determine the B2, If y=18m. * 10 m B 60 KN 40 KN 80 KN 30 mr -50m- 50m -30m 30.964° 29.219° O 10.066° None of the above O 18.947°
Convert the following. Express answer in degrees, minutes. Bearing Azimuth S28°41'E 72008' N06 35'E 303°21' N52°33'W 101°46 S51°02'W 13 22 N03°46'W 270000'
PLS HELP
H.W-1 Calculate the interior angels of the following travers: Line Fore bearing (F.B) AB 130° 14' ВС 50° 20 CD 305° 15' DA 210° 10'
find bearing of BC , CD , DA 2- -1 close error 3- correction angles A , B, * .C, D 4- Compute Dep. and Lat B N 69° 53' E A 51 23 713.93 105 39 606.06 781.18 78° 11 C 124 47 391.27 إضافة ملف