Complete the following differential level notes for a double-rodded line fromBM1 to BM2. Show the customary arithmetic check.STABSHIFSELEV1.501.50BM1250.3ΤΡΙΗ1.632.96TP1 L1.552.34TP2 H1.242.15TP2 L1.471.90ТРЗ Н0.852.15ТР3 L0.723.30BM22.403.85

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 1.50 250.3 1.50 ΤΡΙ Η 1.63 2.96 TP1 L 1.55 2.34 TP2 H 1.24 2.15 TP2 L 1.47 1.90 ТРЗ Н ТР3 L BM2 0.85 2.15 0.72 3.30 2.40 3.85

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 1.50 250.3 1.50 ΤΡΙ Η 1.63 2.96 TP1 L 1.55 2.34 TP2 H 1.24 2.15 TP2 L 1.47 1.90 ТРЗ Н ТР3 L BM2 0.85 2.15 0.72 3.30 2.40 3.85

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: In the illustration: A 1 C 2 D All friction factor f - 0.02 All pipe lengths L- 250m Diameter of…

A: The head loss at pipe A, will be the result of: Head loss at entry Head loss due to friction The…

Q: 2:00-2:35 P2= atm 2 water Di=10 cm D=5cm 80 cm The Pipe reducing section. of the Figure attachol.…

A: P1ρg+Z1-P2ρg-Z2=.8013.6-1Z1=Z2P1ρg-P2ρg=10.08P1-P2=10.08×1000×9.81where…

Q: 3m 10N → FN 1m G 2m 10N H 1m C 2m D 2m E 3m E

Q: ELEV. = ?? ... A ELEV. = 90m L= 600m D = 35cm B 2 L= 800m D = 40cm E 3 L= 1000m ELEN. = 60m D= 30cm…

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

Q: For the beam shown, calculate the beam slope at A. Assume that a = 53 in., b = 206 in., c = 79 in.,…

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

A: Given data,

Q: Oil flows from a tank through 150 m of 150 mm pipe and then discharges into air as shown. If the…

Q: Required: Vertical displacement at C PL AE E MB = 0 Fal (6m) – 50kN (2.5m) =0 Fa = 20.83kN %3D Steel…

Q: trapezoidal vn in figure is on a siope of the channel must carry 60 cfs. Determine the depth of…

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

Q: L For the figure shown, determine the elevation at c. Use Darcy-Weisbach formula to compute for the…

Q: | F2 = 500 N F - 600 N A 35 0.1 m F02 m 0.3 m F3 = 800 N B -0.4 m

Q: A new cast iron pipe must carry 1.2 m3/2 at a head loss of 5m per km length of the pipe. Compute the…

Q: A closed tank partially filled with water up to a height of 1 m, having an orifice of diameter 20 mm…

Q: A/ Estimate Q in. B/ In the pipe systems show, find the distribution of flow, with a friction factor…

A: Given that friction factor is 0.0165 Length and diameter of pipes are shown in the figure We are…

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: 43. A circular clarifier is being designed to receive a flow of 4.8 MGD. If the circular depth is…

Q: 7.5 m B 2.5 m 6m Sz S₁ 7m S3 Lift shaft 8m S₁ S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7…

A: Types of Slab : The two types of slabs which are considered while designing a structure are : One…

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

Q: *Exercise 1: The gate 90° is subjected to water pressure as shown in figure. Find (Fy and Fy) Water…

A: Given data: the gate is 90° R = 5m we have to find Fh and Fv

Q: H1= 12m and H2= 2m Calculate head loss and head available at red, blue, green, purple and orange…

A: The flow net is the graphical representation of the flow of groundwater. It has the flow line and…

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: 10. Complete the following differential level notes for a double-rodded line from BM1 to BM2. Show…

Q: Oil having a specific gravity .8 flows in a 200-mm diameter pipe. Find the velocity in the pipe. Use…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: L 02. Round off your answer into a D5 For the figure shown, determine the elevation at C. Use…

Q: C) Design of gravity pipe connecting intake well and jack well • The intake pipe shall be designed…

A: Given data:- Discharge through pipe, Q=0.3125 m3 Permissible velocity through pipe, V=1.2 m/s Since…

Q: QI/ convert the following Q.B to W.C.B 1. AB-N45 30' W 2. BC-S 75 45'E 3. CD-S 30' 30 W 4. DF- N 25…

A: Bearing: Bearing of a line is the angle measured from either the north or south end of a reference…

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: 100 N 1'm –2m -2 m 3m 500 N 100 N (g) 500N Fint (b) 500 N (h) 500 N (c) Fim-

A: As per guidelines please post rest questions separately

Q: Water is pumped from reservoir A at elevation 250 m. The pump is close to reservoir A and is at the…

Q: Given the following differential notes below in the table: STA BS HI FS ELEV BM-A 1.73 346.50 ТР-1…

A: given - leveling table to find out - point of highest elevation - difference in…

Q: 7.5 m B 2.5 m 6m 7m $3 Lift shaft 8m SA S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7 MPa…

A: Types of Slab : Two types of slabs which are considered while designing a structure are : One way…

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: Calculate the Load on Column in the diagrams. NOTE: Column Size, b x d = 457.2 mm x 609.6 mm…

A: COLUMN: Assume the length of the column is 5m and Steel is 1% and the Density of steel is…

Q: Complete the differential level notes shown below, and determine the d of TP2 and BM11 STA BM 10…

Q: 2. A welded iron industrial wastewater discharge pipe made of concrete (n = 0.014) Water flow Inside…

A: Given that.....

Q: Problem 2: (a) A pump curve for a pump running at 800 rpm is given by h₂ =20-4713 Q², where h, is in…

A: The values given in the question are as follows: (a) N=800 rpm hp=20-4713Q2 N'=1200 rpm hp'=? (b)…

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

A: This question is related to Strength of Material or Solid Mechanics. In this problem , We calculate…

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

Q: Q4) Determine the required diameter of the pipe at A so that water flows through the pipes at the…

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: Section (1)N D, - 400 mm %3D 135 D2 = 200 mm -Section (2)

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.,…

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

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
1.50
1.50
BM1
250.3
ΤΡΙΗ
1.63
2.96
TP1 L
1.55
2.34
TP2 H
1.24
2.15
TP2 L
1.47
1.90
ТРЗ Н
0.85
2.15
ТР3 L
0.72
3.30
BM2
2.40
3.85

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

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
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
Draw the shear and moment diagrams of the following beams by semi-graphical method. Write the shear and moment ordinates on the graph itself and also indicate the degree of the curve at every segment of the shear and moment diagrams
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
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
▶ 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
Kasus #3 D H A B 21 |VA Rg S5 HA A 21 R ΣΜ ΣV-0 ΣΗ-Ο POINT B=0 OR A ANALYZE COMPLETELY FROM THE BOTTOM OF THE SUBJECT REACTION B. COUNT S1, S3, S5 COMPLETELY
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
4. Evaluate the limit. SHOW WORK!!! 3e3x – 3 – 9x lim x→0 7x2
C 1m 6m A 30° Water Area of segment of = (1/2)r²[(1/180)0 - sine] a circle Gate ACB is in a shape of a sector of a circle whose radius is 6m as shown. Determine the following: a) Horizontal component FH is Blank 1 KN b) Vertical component Fv is Blank 2 KN C) Distance of FH from point "C" is Blank 3 m C) Distance of Fv from point "C" is Blank 4 m
Ans. V₁ = 48EI [4x²-3L²x₁] P and v₂ P 3 = +48 [− 4x² + 12Lx² − 9L²x₂ + L³] 48EI