Compute for the latitude of Line 1-2(A) +4.81B +5.79+8.03-18.63Question 11Compute for the departure of Line 3-4.A -5.96(B) -19.09-1.36-11.77 LINESBEARINGS1-2S 32'17' W2-3S 36'25' W3-4N 1547 W4-5N 73 07' EFor questions 10 to 14:Given above is the technical description of lot 2081, Cebu Cadastre.DISTANCES22.04 m.10.00 m.5.00 m.19.95 m.

Answered: Compute for the latitude of Line 1-2 A…

Compute for the latitude of Line 1-2 A +4.81 B) +5.79 +8.03 D -18.63 Question 11 Compute for the departure of Line 3-4. A -5.96 (B) -19.09 -1.36 -11.77

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: 2. Determine the slope and deflection at point B of the beam AB shown using the Area- Moment Method.…

Q: F9-3. Determine the centroid y of the shaded area. 2m m F9-3

Q: An overhanging beam as shown in Figure Q3 (a) is loaded with a uniformly distributed load of 25 kN/m…

A: For equilibrium RA = 0

Q: Determine the value of maximum shear stress Maximum principal stress=25.92 MPa Minimum principal…

A: Given data : The value of maximum principal stress σ1=25.92 MPa The value of minimum principal…

Q: The loading period for a new building was extended from jan 2007 to dec 2008 In jan 2012, the…

Q: Construct moment diagrams for the beam using superposition method.

A: Cantilever beam To find: Moment diagram using superposition theorem

Q: totsa 1m [102 Find The deflection at Doint AFH 6 Oc день TOEN A € B Im EI 25 как E 2EI F 4m

Q: SOON - 2m 450 N 10m 1.01 (d)

Q: RM 300 ↓ 1m

Q: Two cars collide with speeds VA = VB = 8kph. Their masses are mA = 1270 kg and mB = 2000 kg. If the…

Q: i) What is the gauge air pressure in the tank at Point 1?

Q: Problem 4. Construct moment diagrams for the beam using superposition method. 45 kN/m 30 kN/m B 6.5…

A: Given-

Q: 14. A balloon with a shape of a sphere is filled with air at a rate of 1 cubic meter per minute.…

A: Given: Volume = 36π, Rate of air filled = 1m3/min

Q: Problem 2. Determine the equations for shear and bending moment for the beam shown. 500 N 450 N/m…

Q: 14. A truss is considered statistically indeterminate internally if O a. m+3=2j O b. m+3>2j O c.…

A: Option B is correct m+3>2j

Q: m Number 5 f = 8m alculate the force at member GH 1.859KN T 1.859KN C 1.371kN T 1.371kN C 1 kN D 1…

Q: Are boat push nets allowed to operate in municipal waters? Discuss. Note: no plagiarism please

A: Municipal waters: Municipal waters :- include not only streams, lakes, inland bodies of water and…

Q: AQ 6 kN -1.5 m B E 8 kN -2 m 2 m P.2. Determine the force in members BC, BD, and ED of the truss and…

Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-section of the beam…

Q: The two blocks started at rest. The surface of the inclined plane is frictionless. (note: neglect…

Q: Construct moment diagrams for the beams of each letter using superposition method.

A: As per the given data in the question I have solved the question and the solution with explanation…

Q: 25. If the capillary rise of water in 1 mm diameter tube is 3 cm, the height of capillary rise of…

Q: 3. A uniform beam AB with an unknown mas is 8m long and is resting on two supports at A and B. A…

A: Calculate the reaction force R2=?

Q: calculate for the force at member FH calculate for the force at member GH calculate for the force…

A: Given data in question Load Span member length To find out Member forces

Q: Solve for all the moment reaction and forces in the frame shown, the frame is not braced against…

Q: Figure3 Q3: A 400-mm-wide cantilever beam frames into the edge of a 400-mm-thick wall similar to…

Q: Q2: A square footing (2x2 m) is constructed on a sandy soil as shown below. Find the maximum…

Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-secti beam is…

Q: Q1: A 6-kips force is applied to the machine element AB as shown. Knowing that the uniform thickness…

A: FInd moment at abc sectionMa=6cos35×8-6sin35×16=-15.74kips-inso,Combined stress at A…

Q: roads with grades of +4.5% and -3% meet at station 15 + 100 at an elevation of 72.344 m. If the…

Q: * This problem is called design of beam for questions 8A, 8B, and 8C with the section shown in…

Q: 8 kN/m -20 m- B -10- (20)2 -10 m- [|y= 2² -10 m- 10 m

Q: Calculate the critical net area (mm2) for the tension member shown. The pitch and the gage are 50 mm…

Q: Problem 1. Determine the axial forces, shears, and bending moments at points A and B of the…

A: Step:1 Determine support reactions about a structural axis.

Q: Use integration method The face of a vertical dam has the shape of an isosceles triangle of…

Q: Determine the value of El for the beam loaded as shown. 60 lb/ft wap... B1200 lb-ft 10 ft

Q: A 450 grams tetherball A is moving along a horizontal circular path at a constant speed of 4 m/s. B…

Q: meters to the fourth power. Analyze the beam using area moment method.

A: Moment Area Method Of Analysis It is one of the method used for finding displacements of structural…

Q: Moment distribution method Analyze the following. beams using Draw the net BMD 15kN 15KN A (21) K…

Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-s beam is circular…

Q: What are the underlying assumptions when calculating for the upper and lower bounds of the elastic…

A: he lower-bound estimate of elastic modulus is calculated by: Ec = 1 / (ff / Ef + (1 – ff) / Em). On…

Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-section of the beam…

A: Determine the strain energy of beam?

Q: Problem Number 5 1 kN 1 kN 1 h=8m B A F E G 5 kN 5 kN 5 kN 1 kN D 1 kN K -6 panels @ 5 m = 30 m- 12.…

A: To Determine Force at member GH, FGH

Q: Consider a concrete the following particulars in respect of mix design:

A: To find: Weight of fine Aggregates

Q: Q2// The two way slab shown in Fig.2, is to be designed to carry a service live load 5 kN/m² and a…

A: Two-way slab A two-way slab is one that is supported on all sides by walls or beams, has a…

Q: Consider the figure below where a broad crested weir is installed in a horizontal channel. Determine…

A: Solution "Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Problem Number 6. A simply supported beam has a length of 4m. The beam is carrying a 500N downward…

A: L = 4m

Q: A vertical curve has a back and forward tangent of +4% and -2% respectively. The vertical distance…

A: Let L be the length of the curve. Let apex of the curve be M

Q: Determine the allowable (ASD) tensile strength (kN) of the angle shown. It is welded on the end…

Q: Q1) The areas enclosed by contours in a lake and a hill situated side by side in a plot of land are…

A: Irrigation engineering : Irrigation engineering is the science of planning and developing an…

Concept explainers

MATLAB

MATLAB software is a registered trademark, multi-model programming language, and numerical computing environmental system created by MathWorks. 'MATLAB' is the short-form of "Matrix Laboratory". The MATLAB software permits the utilization of matrix operations, graphical representation of data, execution of algorithms, development of user interface, and linking programs created in other languages. Even though MATLAB is developed mainly for numerical computing, there is an optional toolbox that uses a symbolic engine known as MuPAD giving access to all the symbolic computing abilities. In addition to this, a Simulink package delivers graphical multi-domain simulation and design that is model-based for embedded and dynamic systems. MATLAB users are spread worldwide across the world and use MATLAB extensively.

Question

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

Given the technical description of a certain lot, complete the tables below: DIST 29.732 27.019 27.369 51.140 LINE AB BC CD DA Station A B C D BEARING N 47° 43.6' E S 51° 0.5¹ E S 4° 11.4¹ E N 61° 38.1' W interior < division gnerating fr. A Express all values up to 3 decimal places. Area 1 Area 2 Total
Glven the technical description of a certain lot, complete the tables below: DIST 40.311 38.910 37.014 51.140 LINE AB BC CD DA Station A B C D * BEARING N 60° 15.3' E S 64° 5.6' E S 42° 29.2' W N 61° 38.1' W interior < division gnerating fr. A Area 1 Area 2 Total Express all values up to 3 decimal places. * If the value is zero just write 0. * If the value is negative, include the negative sign without space in between negative sign and the number. Example: value = - 37, input: -37.000 * For positive values, do not include the + sign in writing the answer. * Do not include the unit in writing the answer/s.
Glven the technical description of a certain lot, complete the tables below: DIST 38.588 37.736 28.278 83.100 LINE AB BC CD DA Station A B C D BEARING N 58° 46.9' E S 57° 59.7¹ E S 30° 46.5' E N 73° 0' W interior < division gnerating fr. B Area 1 Area 2 Total * Express all values up to 3 decimal places. * If the value is zero just write 0. * If the value is negative, include the negative sign without space in between negative sign and the number. Example: value = -37, input: -37.000 * For positive values, do not include the + sign in writing the answer. * Do not include the unit in writing the answer/s.
The technical description of a six-corner lot is tabulated in the table below. LINES BEARING DIST LAT DEP DMD DPD ТР-1 15 11 20 3051.74 1-2 33 W 190.30 2-3 33 3 W 300.00 3-4 33 3 W 4-5 89 54 E 302.27 5-6 6. 6-1 W 312.82 a. Plot the given data. b. Calculate the distances of line 3-4 and line 5-6. c. Calculate the area of the lot by DMD.
Given below is the technical description of lot 2081, Cebu Cadastre. LINES 1-2 2-3 3-4 4-1 BEARINGS $32'17' W N 36 25 W N 15'47 W N 73'07 E Find the Area of the lot using a. DMD Method b. DPD Method DISTANCES 22.04 m. 10.00 m. 5.00 m. 19.95 m.
2. The building is to be constructed on a lot shown below. Calculate the distances of lines (1-2) and (6-7, S70° 21'50E N64 25 41E 49.794 50.495 10 8 N86" 52 22"W 1 7 3 S54 50 45"E 56.321 4 S68° 13 05"W 46.744 N66° 52 51W 48.0 17 N18° 55' 42"E 43.052 N16° 01' 49°W S3* 22 11"W 32,107 2. S6° 42' 59"W 25.818
Choices: a. 0.017, b. 0.019, c. 0.022, d. 0.026
End Area (ft2) Volume (yd®) Volume (yd) Net Volume (yd) Station Mass Shrinkage Total Cut Fill Cut Fill Cut Fill Diagram (12%) Fill Ordinate 0+00 400 3+00 600 152 5556 843 101 945 4611 4611 6+00 500 93 9+00 253 20 The mass ordinate at sta 6+00 is: 9.200 O 6,111 O 4,589 O -4,589
2. L {est}
Question 1 A parcel of lot (trapezoidal) has a technical description as shown in the tabulated data. Lines Bearing A-B S 01-27 E 27.72 B-C S 88-47 W 38.21 C-D N 06-57 E 28.01 D-A N 88-47 E 34.12 [Select] [Select] [Select] Distance(m) [Select] What is the DPD of line CD? in m What is the double area of the line BC? in m² What is the total area of the lot using DPD? m² What is the angle to the right of line B-C Next
orrect response 495.751 MPa 595.095 MPa 278.009 MPa 200.167 MPa < PreviouO
QUESTION 2 Glven the technical description of a certain lot, complete the tables below: DIST 40.311 38.910 37.014 51.140 LINE AB BC CD DA Station A B с D BEARING N 60° 15.3¹ E S 64° 5.6' E S 42° 29.2¹ W N 61° 38.1' W interior < division gnerating fr. * Express all values up to 3 decimal places. * If the value is zero just write 0. A Area 1 Area 2 Total * If the value is negative, include the negative sign without space in between negative sign and the number. Example: value = -37, input: -37.000 * For positive values, do not include the + sign in writing the answer. *Do not include the unit in writing the answer/s.