Complete the following differential level notes for a double-rodded line from BM1 to BM2. Show the customary arithmetic check. STA BS HI FS ELEV BM1 1.82 302.21 1.82 TP1 H 1.205 2.465 TP1 L 1.363 2.784 TP2 H 1.641 2.154 TP2 L 1.124 1.985 ТРЗ Н ТРЗ L 0.874 2.149 0.647 3.164 BM2 2.462 2.014

Complete the following differential level notes for a double-rodded line from BM1 to BM2. Show the customary arithmetic check. STA BS HI FS ELEV BM1 1.82 302.21 1.82 TP1 H 1.205 2.465 TP1 L 1.363 2.784 TP2 H 1.641 2.154 TP2 L 1.124 1.985 ТРЗ Н ТРЗ L 0.874 2.149 0.647 3.164 BM2 2.462 2.014

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: Determine velocity and the residual pressure at the demand center. Assume f-0.029. DQ-0.75 m/min El.…

A: Given diagram: Friction factor (f) = 0.029

Q: STATIOΝ B.S. F.S. ELEV. (m) BM1 9.08 150 BM1 9.08 TP1-L 12.24 3.73 TP1-H 10.10 1.60 TP2-L 11.04 2.21…

Q: 2. Test for exactness. If exact, solve. (a) (x² + y²) – 2xyy' = 0 (b) e3º (dr + 3r d0) = 0 (c)…

Q: Solve the boundary value problem of y" +25y = 0 where boundary conditions y' (0) = 6, y' (π) = -9

Q: For the beam shown, calculate the beam slope at A. Assume that a = 33 in., b = 103 in., c = 61 in.,…

Q: A,f, 107.4 mm 0.85/,'b Ca/B =107.4 mm / 0.85

A: Given data,

Q: Find for the following function: dx 1- y = log2 cosh(2x) 2- y = e(x³+1) 3- xy + x²y = 3 at x = 1 4-…

Q: 1. Det.moment of inertia. Y 3" r= 3" 4" 1" 2"

Q: Problem 827 See Figure P-827. 150 Ib/ft, 400 Ib 300 Ib 50 Ib/ft 3 ft 5t 4 ft MATHalino.com 12 ft 12…

A: To find the moments using Three moment equation

Q: Velocity components u = possible flow field involving steady incompressible flow is 3 (Aryo - 1y), v…

Q: Figure No. 5 Given q = 100 N/m, P = 60 N and Mo = 1000 N.m. L1 = 5m, L2 = 2m, and L3 = 2n Mp

A: Given data in question UDL Point load Concentrated moment Span member length To find out…

Q: From the beam shown, fc' = 28 MPa, fy = 414 MPa, Bh = 1.20, Cc = 40 mm. Take D = 28 mm diameter…

Q: Use K= 1.0 and E = 29,000 ksi, Fy = 50 ksi. No need to check the local stability of the column.…

Q: D2 +3xD-6y =0. Find y(0.2) by Galeskin method.

Q: Determine the slopes and deflections at points B and C of the cantilever beam shown in Fig. 6.14(a)…

A: Conjugate Method: Conjugate method is used to determine the slope and deflections of the beam. This…

Q: Q2: use the inverse method to find the vlaue of X, Y and Z for the follwing equations: 2x-y+223D1…

Q: RITING ITLED d. What is the difference in elevation between TP15 and TP30? (Ans.) e. What is the…

Q: 55 kips. D 55 kips- C 5 ft 55 kips B 5 ft/ F 27.5 kips A A5 ft G 8 ft 8 ft 8 ft E.

Q: A sn of Ex = 0.40x10-3 and Ey = 0.30x10-3, determine o, . Use E=110 GPa and v = 0.35 Oy

A: Given : ∈x=0.40×10-3∈y=0.30×10-3μ=0.35E = 110 GPa = 110×103 MPa

Q: Determine velocity and the residual pressure at the demand center. Assume f=0.029. DQ-0.75 m/min El.…

A: Given diagram: Friction factor (f) = 0.029

Q: Consider a fluid flow between two parallel fixed plates 5 cm apart. The velocity distribution for…

Q: 1. Using DIM, solve for: a. Ymax (mm) b. A (rad) Use E = 200 GPa. 165 KN A 1m B 2m 1m P C D 2m 90…

Q: Determine the summation of moments at point D 70 1016 Ib 50유 A 5 B 10' 5' 201b

Q: =if LL-30 and PL=10 then Pl 22 O 12 O 20 O 15 O 16 O

A: Given data, Liquid limit = 30% Plastic limit = 10% To determine Plasticity Index = ?

Q: For the beam shown, calculate the beam slope at A. Assume that a = 47 in., b = 161 in., c = 65 in.,…

A: In order to find the slope at A , we will use discontinuity equation of Bending moment to determine…

Q: Determine (Y). D2 Y Q /sec L (m) D1 D2 130 0.8 6.5 0.25 D2 Y D1 + Hg-

A: Given information Diameter ratio Discharge Dwflection of manometric fluid. Discharge equation of…

Q: A simply supported prismatic beam is loaded as shown. EI = 1 000 000 kN.m² Which of the following…

Q: 5. (D² – 1)y = e* + 1.

Q: For the ff. beams: a. Determine the location of the neutral axis from the bottom of the beam. b.…

A: Formula to calculate the centroid of the section is as below: x¯=∑Ax∑A y¯=∑Ay∑A Formula to calculate…

Q: In the triangle ABC segment DE is parallel to that of AC. Determine the length of AC when AD=7,…

A: Given- Triangle ABC-DE is parallel to ACAD=7DB=2DE=3

Q: A quarter circular gate, 4 meters long (perpendicular to paper) hinge about its upper edge, controls…

A: To Determine Horizontal and vertical forces acting on the curved surface.

Q: Q2A = 2 inches, AB = 1 ¼ inches and AC = 2 inches. If slide 6 has an instantaneous velocity of 1 fps…

A: Step: 1 Axis of velocity method: - It is useful to find relative velocity of points and for drawing…

Q: Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of…

A: B= 16 ft Depth(D) = 4.5ft Slope (S)= 0.1/100 = 1/1000 Side slope 1:n1 = 1:3 Manning constant (n) =…

Q: The vector from point A to C can be written as : 1.5 m F1 = 150 N F2 = 200 N 4 m 3 m 3 m 60°- B f2m-…

A: To Calculate: Vector from point A to C.

Q: Consider a fluid flow between two parallel fixed plates 5 cm apart. The velocity distribution for…

A: Given data u = 120(0.05y - y2) m/s T = 10°C μ = 1.308 × 10-3 Ns/m2

Q: For F=500 N and 0 =30 deg.

A: Given - Value of F = 500KN and θ = 30∘

Q: equations of equilibrium, all work, and units 24 points): Determine the magnitude of force F and P.…

Q: For the beam shown, calculate the beam slope at A. Assume that a = 31 in., b = 103 in., c= 50 in., w…

Q: Find the linearization of f(x) = 3+∫1x2 sec ( t -1 ) dt at x=-1.

A: Given data: fx=3+∫1x2sect-1dt x=-1

Q: y TB Tp TE (1) (2) (3) (4) |A D L1 L2 L3 L4

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT=…

Q: A shaft 70 mm in diameter is being pushed at a speed of 400 mm/s through a bearing sleeve 70.2 mm in…

A: Diameter of shaft = 70mm Speed (V) = 400m/s Diameter of bearing shaft = 70.2mm v = 0.005m2/s…

Q: For theloading shown, use the double-integration method to determine (a) the equation of the elastic…

A: Given:- wo=6 KN/mL=6.0 mE=205 GPaI=150×106 mm4 To find:- Equation of elastic curve Deflection at…

Q: 1.7' swers: i A 41° C B 49 lb ft lb

A: GIVEN DATA:-⇒Tension in AB⇒TAB= 49 lb

Q: SOLVE FOR THE FOLLOWING USING BOTH DOUBLE INTEGRATION METHOD AND AREA MOMENT METHOD 80 FN A 2m B 5m…

Q: For the beam shown, calculate the beam slope at A. Assume that a = 67 in., b = 214 in., c = 90 in.,…

Q: Current Attempt in Progress For the beam shown, calculate the beam slope at D. Assume that a = 4.4…

Q: Consider a fluid flow between two parallel fixed plates 5 cm apart. The velocity distribution for…

A: Given Data:Distance betweeb two plates= 5cmuy=1200.05y-y2m/sT water=10°Cμ=1.308×10-3N.s/m2ζ=μdudy It…

Q: For the beam shown, calculate the beam slope at A. Assume that a = 59 in., b = 214 in., c = 87 in.,…

Question

Complete the following differential level notes for a double-rodded line from BM1 to BM2. Show
the customary arithmetic check.
STA
BS
HI
FS
ELEV
BM1
1.82
302.21
1.82
TP1 H
1.205
2.465
TP1 L
1.363
2.784
TP2 H
1.641
2.154
TP2 L
1.124
1.985
ТРЗ Н
0.874
2.149
ТР3 L
0.647
3.164
BM2
2.462
2.014

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 2 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

Evaluate the function: S 4ny(6+ y³/2)dy O 24ny? – * y7/2 +C O 12ry? + T y7/2 + C O 12ry³ + 3T y5/2 + C None of the choices. Please refer to my solution.
نقطتان Limit of the following series as x .6 *approaches rt/2 is f(x) = x- 3! -号 5! 2n/3 O 6t/3 O 3/3 O 5T/3 O
TASK 2 Classify the following DE as Linear or Non-linear. 1. +5+ 6y = 0 d'y dx2 dx 2. +x+ x* = xe* d'y d³y dx3 3. +5 + 6y² = 0 d²y dx2 dx 4. + 5yY + 6y = 0 d²y dx2 dx 3 d?y 5. dx2 +5() + cosxy = 0 %3D dx,
PROBLEM 01 REFER TO FIGURE 01, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE COMPRESSION OR TENSION) o FG o FC GH CH
In the closed polygon ,answerthe Circular divection of the Side CD, knowi that ng the Gatar circular divection of the leg AB = 1450 13510 10" 125 1 15 A J5020'52" l09 0820( C 120 1o so
4. Evaluate the limit. SHOW WORK!!! 3e3x – 3 – 9x lim x→0 7x2
Thank you
▶ Calculate the moment of inertia of the shaded area about the axis. its centroid. y D 90 mm -50 mm 0:01/2:45 ▪0 30 mm 50 mm 1 I Ix-t₁ Ixx 4+1 +0 I = I₁ - IFA = [1₁+ Adi] - [Ix +Adi] continue 1x E cc (3
100 91 A1 80 9, A3 200 1. What is the value of ybar from the 1-1 line [ Select ] 2. What is the value of centroidal MOI Ixx? [ Select ] 3. What is the value of centroidal MOI lyy? [ Select ]
Answer g and h please
The door shown provides outdoors access to the basement of a building. The door has hinges at points B, C, and D, and it weighs 80 lb with center of gravity at point G. The force Facts perpendicular to the door. If F= 50 lb, determine the resultant moment of Fand the 80 Ib weight about line BCD. Figure P4.48 A (34,15,5) in. B (58,5,28) in. C (34,15,28) in. D(10,30,28) in. G(34, 15, 16) in. (F
Which among the following determines the direction of closing error? Oa. Tan δ = Σι/ΣΟ b. Tan d = = [L²/[D² c. Tan 8 = [D/[L d. Tan 8 = [D²/>L²