Answer the following: If Line AB is due North, the following are the interior angles the polygon ABCDE?The following figure is not drawn to scale.LINEINTERIOR ANGLESABZEAB=118°30'BCZABC=95°33'BCDDEZCDE=134°10'EAZDEA=140°50'4. Angle to the right of line DE= [Select ][ Select ]225°50'264°27'241°30'309*°03'219°10'6. Azimuth from South of line BC = [ Select ][ Select ]241°30'264°27'309°03'84°27'219°10'>

sum of interior angles of a quadrilateral =2n-4×90° where, n= no of sides of quadrilateral applying…

Answered: nswer the following

Engineering

Civil Engineering

nswer the following

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: Water flows through a pipe AB 48" in diameter at 10 fps and then passes through a pipe BC which is…

Q: Determine the maximum shear stress in a 10 m solid steel shaft if it should not twist by more than…

Q: the angle of banking of the track to prevent the 1435kg car from sliding down the track. T

Q: H.W : The losses per unit length pipe Ah/l in turbulent flow through small pipe depend upon…

Q: A 20 m long horizontal concrete floor under a barrage on a permeable foundation retains a 5 m head…

Q: 3. Determine the forces FG, EF & AC of the truss using method of joints. [50 kN B. Į50 kN 50 kN 6 m…

Q: Name 3 advantages to using a contract document template. If the advantage/benefit is specific to…

A: Brief concept introduction- Contract document template- A contract template is a standard form that…

Q: Determine the Shear force at B, Shear force as function of x, and Bending moment as function of x

A: given:

Q: 3-9. The 1 x 8 plate shown in Fig. P3-9, The holes are for-in Ø bolts. (Ans. 6.44 in²) 3 in 3 in 8…

Q: 2. The initial design of a simply supported beam is shown below. The architect requested the…

Q: low-cost

A: The following are the three effects of unethical issues in the construction industry: 1.Early…

Q: Draw the shear and moment diagram of the following beams: P=74

A: Given:- The magnitude of the varying load = 5P kN/m The value of P = 74 To determine:- Draw the…

Q: . A simply supported beam has a span of 10 m with an additional 2m overhang to the right. For…

A: This problem can be solved using the influence line diagram.

Q: O2 F D -3 ft 1.5 ft -4.5 ft-

Q: The compound shaft, composed of steel, aluminum, and bronze segments, carries the two torques shown…

Q: The critical hydraulic gradient for a soil sample is equal to 1.01. If the specific gravity of the…

A: The given question is related with soil mechanics . In this question we are provided with value…

Q: in the figure below. Lo- pplied at the midpoint B or at the end of the beam C A, will depend on the…

Q: The figure below shows the reinforced concrete beam AB of a tourist lookout at the free end. Its…

Q: Q2: Non rotating beam shown in the (fig.2), (F=100 lb), find the maximum stress and its location.…

Q: 2. A rod hanging from a support whose unit mass is 3900 kg/ m³ has a cross sectional area of 400 mm?…

A: solution Given the unit mass of rod W=3900 kgm3=3900×9.81=38259 Nm3cross sectional area A=400…

Q: For the truss shown below, find the ABSOLUTE value (in mm) of the unconstrained displacement. Given…

Q: 6OKN 100 kN E= 200 GPA 1- 3250 (10Ymm9 うm つm つm

Q: Given the soil grade of g1 = -4% and g2 = 5%, such that the station of PVC IS 5+245km, PVI of…

Q: What would be the effect if this concrete is used in construction works

A: Splitting tensile strength: - It indicates tensile strength of concrete that will be determined by…

Q: Q3) Use the method of Joints to calculate the force in each member of the truss illustrated as well…

A: To find member forces using method of joints

Q: Write the equations for moment as a function of distance x along the longitudinal axis of the beam…

Q: A steel plate (called cover plate) having cross-sectional dimensions 7.0 in. x 0.49 in. is welded…

Q: From distance x = 0 to x =4m, the slope of the moment diagram is equal to 0.50x. The change in…

Q: For questions 2A and 2B, refer to the load and shear diagrams below. 2A. What is the slope of the…

A: Slope of shear diagram from B to C is equal to the loading in region B to C. So, answer= 16 KN/m

Q: port a 500-N load at D. Drav re frame and members ABC ng dimensions. Determine

A: solution of above problem is below:

Q: Write the equations for moment as a function of distance x along the longitudinal axis of the beam…

A: Given: The uniformly distributed load is w=3 kips/ft. The point load at point A is 4 kips. To…

Q: 10. Compute the total net deflection of the simply-supported beam with the following properties…

A: Prestressing concrete member is basically a concrete member in which internal stress of suitable…

Q: Situation 02. An evaporation pan was set-up adjacent to a reservoir. The depth of water in the pan…

Q: 1. The incoming wind at 1 bar, 20 °C and 12 m/s is swept along a wind turbine of 2 blades of 50 m…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: kes in 1060 ft³/s of water through its turbine and discharges it to the atmosphere at 7 ft/s. The…

Q: Why is it important to choose the most appropriate reactor configuration: Group of answer…

A: To choose :- correct option

Q: Q/ Design the rectangular duct system shown in figure below using equal friction method with…

Q: 19 kN 29 kN E 35 kN 27 kN G H 19 kN N L ' B 30 30 P м к M K 6 panels at 5 m Answers: EF = kN KL = i…

Q: Along BD, the biceps pull on the bone. 75° CEB 230 mm- 35 mm 35 mm

Q: An eight meter simply supported beam carries a superimposed dead load of 6kN/m and a service live…

A: Given: The length of the beam is 8 m. The dead load is 6 kN/m. The live load is 15 kN/m. The width…

Q: Design rod to support load of 175,000 pounds. What diameter rod is appropriate? Safety Factor,…

Q: If Line AB is due North, the following are the interior angles the polygon ABCDE? The following…

Q: The span length of the T-beams shown in the following figure is 28 ft. 38" 8#10 fe= 3 ksi f, = 75…

A: The given data is: Span of length, L=28 ft =28*12…

Q: Athin circular pipe with a mean radius of 43 mm is subject to an external compressive pressure p of…

Q: A thin cylindrical tube closed at ends is subjected to internal pressure. A torque is also applied…

A: Given- Thin cylindrical tube closed at endsprincipal stresses-p1=80p2=20yield stress (fy)=240

Q: A beam AB 5 m long is supported at its ends A and B. Two point loads W, and W, are placed at C and…

Q: ENUMERATE 100 TYPES OF STEEL FAILURES. WILL GIVE UPVOTE FOR CORRECT ANSWER

A: ANSWER

Q: alculate the number of 3,000-lb form-ties required for a built-up wooden formwork for a concrete…

A: The compressive stress is the pressure that deforms the material to diminish the material volume.…

Q: er mete on the

Q: The speed-density relationship for a particular road was found to be : u = 42.76 - 0.22 k, where u…

Question

Answer the following:

If Line AB is due North, the following are the interior angles the polygon ABCDE?
The following figure is not drawn to scale.
LINE
INTERIOR ANGLES
AB
ZEAB=118°30'
BC
ZABC=95°33'
B
CD
DE
ZCDE=134°10'
EA
ZDEA=140°50'
4. Angle to the right of line DE= [Select ]
[ Select ]
225°50'
264°27'
241°30'
309*°03'
219°10'
6. Azimuth from South of line BC = [ Select ]
[ Select ]
241°30'
264°27'
309°03'
84°27'
219°10'
>

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 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

70 Ø40, Ø76 100 O20 16 50 25 20 ( 25 83 83 166 Required: Draw the front projection, the left side projection, the horizontal projection 42 25
In the Sketch below, the folowing information is available: Co-ordinates of Point A Co-ordinates of Point B -1200.632 -1361.727 +18 003,512 +18 140,332 Angle ABC=51:00:00 Angle CDB = 110:27:20 Distance BC=156.112 m Distance CD = 89.613 m Distance BC= 100.292 m Triangulate D, from B and C. A
Draw in and label the 150 m contour line. | 112 152 108- 130 162 122 140 170 132 155 162 140
Given: Line A-B B-C C-D D-E E-F F-A Azimuth (from S) 180°30' 226°02¹ 292°22' 347°35' 83°44' 124°51' Length, m 359.74 193.55 248.35 256.30 210.85 210.85 where the coordinates of A are NA=20,000.000, EA =20,000.000 Find: 1. Latitudes and Departures.
Determine the location of centroid from x-axis. 40 50 50 | 25 25
What is the fiction angle of slice 3 in the figure bleow ? a. 25o b. 26o c. 27o
What is the base angle at Slice 3 in the fgure below? a. 5o b. 16o c. -5o b. -16o
Find the interior angle B at point 2 inside the baseline of points 1,2 and 3. Please do not write any unit in your answer and round it to 4 decimal place (e.g. xxXX0x). Do not use "'as a decimal seperator. PN Y(m) X(m) 1 1512.482420.25 2 1550.79 2221.24 3 1570.24 2526.97
If Line AB is due North, the following are the interior angles the polygon ABCDE? The following figure is not drawn to scale. LINE INTERIOR ANGLES AB ZEAB=118°30' BC ZABC=95°33' B. CD ? DE ZCDE=134°1O' D EA ZDEA=140°50' 1. ZBCD = [ Select ] 2. Exterior Angle at C = [ Select ] 3. Deflection angle of line CD = 45°50' R 4. Angle to the right of line DE= [ Select] 5. Bearing of line BC = [ Select ] 6. Azimuth from South of line BC = [ Select ] 7. Back Azimuth from South of line BC = [ Select ] 8. Azimuth from North of line CD = [ Select ]
Assist. Lect. Heba Kadhm Salman Water resources-Engineering college-Mustansiriyah University Example: Elevation of point A is 32 m and the elevation of point B is 24 m, distance between them 42 mm. Find number of contour lines between the points and its location when contour interval is 5m. Sol: number of contour lines = difference between elevation 8 =-= 2.0 contour interval From location B 42 тm xA= × (25 – 24)m = 5.25 mm ΔΕ (32 – 24)m K2 = - AE 42 mm X A= (32-24)m x (30 – 24)m = 31.5 mm 30 m 25 m A = 32 m B=24 m K, K2 H.W/Solve the above example but taken the distance from point A.
Q.1. Please calculate the area of cut cross-section using the coordinate method. 759.90 8.53 759.14 0.00 758.51 -7.14 758.49 758.37 6.00 757.87 758.37 0.00 757.87 -6.00 -6.50 6.50
TWO L76X51X6.4-MM ANGLES ARE WELDED TO A C250X22.8 CHANNEL (THE SHORTER SIDE OF THE ANGLE IS ATTACHED TO THE WEB OF THE CHANNEL). DETERMINE THE MOMENTS OF INERTIA AND RADII OF GYRATION OF THE COMBINED SECTION WITH RESPECT TO CENTROIDAL AXES RESPECTIVELY PARALLEL AND PERPENDICULAR TO THE WEB OF THE CHANNEL. L76X51X6.4 C250X22.8