Q1: The figure below represents atriangle (abc), Azimuth b to d= 110°where ab-bc = 50m.ad = dc= 40m. calculate thefollowing:1- Distance bd2- The interior angles of thetriangle a, b, and c3- The angle A4- Azimuth ab and acI need to solve all thequestionsbCOр

GIVEN,FB of bd = 110°ab = bc = 50 mand ad = dc = 40 m to determine length of bd angle a,b, and c…

21: The figure below represe riangle (abc), Azimuth b to d where ab-bc= 50m. d = dc= 40m. calculate the ollowing: 1- Distance bd 2- The interior angles of the triangle a, b, and c 3- The angle A A- Azimuth ab and ac

21: The figure below represe riangle (abc), Azimuth b to d where ab-bc= 50m. d = dc= 40m. calculate the ollowing: 1- Distance bd 2- The interior angles of the triangle a, b, and c 3- The angle A A- Azimuth ab and ac

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: 15OKN B 5m- Sm 5m E = 70 Gpa 1000X10 9. 4. mm 1.

A: A loaded beam is given and it has been asked to determine slope and deflection at D using virtual…

Q: Use virtual work method to determine the smallest moment of inertia I required for the members of…

Q: Determine the slope at pe thod of virtual work.

A: degree of static indeterminacy = no. of unknown reactions - no. of equilibrium equations Ds = 2 -2 =…

Q: a a= 1.56 m b=2.56m OT P= 101 KN E 21000 MPa I = 2583 x 10 mm Compate the deflection in mm at 2,87m…

Q: Determine the smallest moment of inertia I required for the members of the frame shown, so that the…

A: Free body diagram of the frame is considered Consider the moment equilibrium about point D…

Q: 3. determine the slope and deflection at point C. consider El as constant and start x from A. 10kN A…

Q: Find the distance of the centroid of the built-up section from the bottom and its centroidal moment…

A: Consider the figure,

Q: 5m 15m P-08k T-12AN Determine the x-, y, and z- components of T. - Determine the angles which the…

A: Given that: Magnitude of force T = 1.2 kN = 1200N & P = 0.8kN = 800 N

Q: Determine the angle e between the lines AB and AC. В (4, 3, –1) m A (5, –1,3) m

Q: Compute the vertical displacement at joint G. the area of all bars A = 5 in?, and E = 29,000…

A: The virtual work method, also known as the virtual force method or the unit-load method, is a means…

Q: The polar moment of inertia for the area is JC = 642 (106) mm4, about the z' axis passing through…

A: Given: The polar moment of inertia is 642 x 106 mm4. The moment of inertia about the y' axis is 264…

Q: Calculate the slope and Deflection at point C. Consider EI as constant and start x from A.

A: Given data EI = constant Find slope and deflection at point C.

Q: 50 N 25°

Q: Determine the deflection at point B for the beam shown using the direct integration method. -6 ft-…

Q: Guide: W = 447 Z = 587 Y = 176 X = 388 "W" "Y" "Y" "X" all dimensions are in mm "Y" a. Determine the…

A: Hi there! since you have asked multiple questions, we will solve the first question for you. If you…

Q: Find the largest and smallest angle changes with their directions at point A, as the unit…

A: total X direction displacement of linesfor aa=+430×10-6 for BB=-260×10-6×cos60=-130×10-6for…

Q: Solve this problem using a.) Virtual Work Method b.) Moment Area method . provide readable…

Q: Solve the slope and deflection of the compound beam shown at point E which is located 3m to the…

A: Given: A compound beam Required: Slope and deflection at point E using conjugate beam method

Q: 4) Solve the following armature using the virtual work method, taking into account A = 3.2 in2, E =…

Q: Determine the deflection at C using Area Moment Method. Use E = 200 GPa and = 180 x 106 mm4. %3D 500…

A: Step 1

Q: For the shaded area shown, use a = 18 cm, b = 5 cm, c = 3 cm and d = 17 cm. Determine %3D a. The…

Q: Using virtual work and realizing that there is a pin at Cand a roller at B. Use I = 500 in and E =…

Q: Determine the moment of inertia of the shaded area about the x-axis. 12" OK- -x 7" Answer: Ix = i…

Q: Use the moment - area theorems to determine the slope and deflection at B. "El" is constant. 500 lb…

Q: Homework3: Draw the network diagram by using AON technique for the following activities, define the…

Q: El = 2200 kips DETERMINE DEFLECTION AT A.

Q: Determine the displacement at C for the beam below. Consider E= 29(10') ksi and /= 600 Use the…

Q: . The projections of a line in VP and HP are 66 mm and 54 mm long respectively. End A is 12 mm in…

A: Given:- VP=66mm HP=54mm End A=12mm mid point of line=36mm in front of VP and 28mm above HP To…

Q: Use the principle of virtual work. 300 N/m 3m 400 N

Q: The bearing of line AB is N 70° W and the azimuth of line Ac is 245 °. Then, the internal angle BAC…

A: To find angle BAC?

Q: eam and loading shown, use discontinuity functions to compute ope of the beam at C (positive if…

Q: 2. determine the deflection at midspan. con- sider El as constant and start x from A. A 10kN/m W B√√…

A: Given Data EI = Constant Find mid span deflection.

Q: 3: Determine the displacement and the slop at point D. Use the principle of virtual work. El is…

Q: Determine the Deflection at C. Use the Any Geometric Method (once for DIM, once for AMM, once for…

A: Given, E=200 GPaI=250×106 mm4

Q: IVB-2. Use the method of virtual work and determine the horizontal deflection at C. El is 400 lb/ft…

Q: For the beam shown in Fig.Q4, use the principle of virtual work to determine (1) the vertical…

A: Given: q= 15KN/m P= 27 KN Required: Support reactions and deflection at C

Concept explainers

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

Q1: The figure below represents a
triangle (abc), Azimuth b to d= 110°
where ab-bc = 50m.
ad = dc= 40m. calculate the
following:
1- Distance bd
2- The interior angles of the
triangle a, b, and c
3- The angle A
4- Azimuth ab and ac
I need to solve all the
questions
b
CO
р

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

Step 2

Step 3

Step 4

Step 5

Step 6

Step by step

Solved in 6 steps with 3 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

9-5 Determine the deflections of point C and E. Knowing E=2.0X105 MPa, 1,-6560 cm², 1₂=12430 cm². 130 kN 12 C 2m 2m 4₂ E 2m 130 kN 1 D QB Thi 2m
|: Determine the slope and the displacement at point B for the beam. らm 15m
Problem 2 Determine the rotation and vertical displacement at the end A of the beam below using the method of virtual work. E = 29(10³) ksi, I = 170 inª. A 2 k/ft -10 ft- B -10 ft 10 k -10 ft с
Solve
Calculate the maximum deflection of the beam in the figure. E = 200 GPa and Inertia = 3500 cm ^ 4.
Determine the tangential rotation (in radians) at point c. Assume E=200 GPa and I = 15x10^6 mm^4 Set B only
The force F = (1.8i – 1.7j – 1.9k) N is applied on the rectangular box. A B Find (a) the projection of F along the line that passes through point A = (1.2, 1.5, -1.7) m and point B = (-1.7,-2, 1.9) m, as well as (b) the corresponding perpendicular component on the line that passes through point A and point B.
Use the moment- area theorem 1 to determine the slope and deflection at B. "El" is constant. 500 lb A В 5 ft
3. Use the method of virtual work. Determine the smallest cross-sectional area A required for the members of the truss shown, so that the horizontal deflection at joint D does not exceed 10 mm. 50 KN 50 kN c↓ 100 kN EA-constant E-70 GPa
Determine the slope at B and the disp lacement at C. EI constant. Use method of Virtual work. 6 k 6k B -10 ft 10 ft -10 ft-
Prob 02: Use method of virtual work and determine the horizontal deflection at C. Assume the members are pin connected at their points. AE is constant 800 Ibs 8 ft 800 Ibs D B 8 ft E -8 ft
3. determine the slope and deflection at point C. consider El as constant and start x from A. 10kN P d/2 2m B d 2m ст 20kN/m W d 2m D 우