Answered: ve similar El= 4.85x10 kips.in? If Q1=…

Engineering

Civil Engineering

ve similar El= 4.85x10 kips.in? If Q1= - 4 kips and Q2=7 kips, find A, in inches using the flexibility method.

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: 23 KN/m²

A: Given data- 23 KN /m²

Q: for all soil layers? where equivalent k(2 and 3) = 1.24 k1 and k4 = 4.41 k1 6. 10 8 A D K2 ~ K1 K4…

Q: G F E 3 m B C D 3 m 3 m 3 m 5 kN FIGURE Q1 5 kN 5 kN A

A: As per guidelines we need to answer only 1st three subparts-

Q: 20 kN 15 kN /m D A 4 m 2 m 2 m 4 m FIGURE Q2

Q: Theel = 85.2 kPa; qtoe = 300.2 kPa safety against sliding and against overturning, and also the soil…

Q: 2. A simply supported beam carries a uniformly distributed load as shown below, determine the…

A: please find the attached solution below.

Q: Analyze the given frame using modified slope deflection method

A: Given Required Analyze the given frame

Q: a = 5.1 m, b = 19 kN/m, c = 18 kN. %3D %3D b kN/m c kN DO JE BỊ 4 m 3 m 3 m m CI

A: Double integration method is not used to find reactions. It is used to find slope and deflections.

Q: Q4: For the soil element shown, compute the stresses acting on the plane inclined by 40° with the…

Q: Find the weight of wet soil in cone cutter test, if the height and diameter of cutter…

A: Given data- Cone Cutter Test- Height of cutter (H) = 12.75 cm Dia of cutter (D) = 10 cm Radius of…

Q: 9. In the figure shows a plan view of footing that applies a uniform load of 300kPa on a horizontal…

A: Footing is a structural member which is used to support the foundation and overall structure. It…

Q: For the soil element shown, compute the stresses acting on the plane inclined by 40" with the…

A: Given data We need to find stress element acting on given plane

Q: With a headloss of 17 m. in a 1600 m long cast-iron with f=0.020, determine the diameter in cm when…

Q: 1. A simply supported beam carrying trust made of acacia. Determine the most economical size of beam…

Q: An embankment shown in the figure is constructed compute the vertical stress increment under Points…

A: load, q = γt H = 19.2×6 = 115.2 KN/m2 a) At Point A, centre , stress is calculated by superposition…

Q: For the state of stress as shown. 60 kPa 15 kPa B 15 kPa 60° 40 kPa A O Zoom image Calculate the…

Q: H/3 Figure Q.4.

Q: A 30-m tape weighs 12.5 g/m and has a cross-section of 0.022 cm?. It measures correctly when…

Q: A rigid shallow foundation 1 m 1 m in plan is shown in Figure below. Calculate the elastic…

A: solution?i=q×αB'×1-μ2Es×Is×Ifq=200 KN/m2H=5 mα=4B'=B2=12=0.5Es=∑Esi×HiHEs=8000×2 +6000×1…

Q: Problem 3. Determine the follov owns on the beam shown below using Conjugate-Beam Method. Consider…

Q: A 100 kN block is on a plane inclined at an angle of 30° with the horizontal. Find the parallel…

Q: Determine the reversed horizontal force −P needed to pull out wedge A. The coefficient of static…

A: Consider the following free body diagram of wedge B:

Q: As shown, what is the maximum distributed load in lb/ft? v (lb) 2 3- 2514.29 514.29 x (ft) առ քե…

A: To find maximum UDL acting on beam

Q: The T-beam has an effective flange width of 826 mm and the thickness is 117 mm. If the area of the…

A: Given data: Effective flange width beff = 826 mm Thickness of flange d = 117 mm Area of compression…

Q: EXAMPLE (1) A circular bar having 200 mm² area is subjected to axial loads as shown in Fig .Find the…

Q: Determine the largest weight W (in lb) that can be supported safely by the structure shown in the…

A: Given:- To find:- Value of W

Q: While measuring three segments of a base line, the following data were obtained. Segment No. Length…

Q: The section of a concrete dam is shown. Determine if the dam shown is stable against sliding and…

Q: From the figure, ADCB area is 150 m^2 the center of gravity is at point G, the average shear…

Q: G F E 3 m A D 3 m 3 m 3 m 5 kN FIGURE Q1 5 kN 5 kN

Q: b. If the bar stretches 0.002 in., d naterial has lin ear-elastic behavi

A: WE KNOWMod of elasticity :E =StressAxial StrainAxial…

Q: Determine 8, and 0, Let q = 15 kN/m and L= 6m.

Q: A 30-m tape weighs 12.5 g/m and has a cross section of 0.022 cm2 . It measures correctly when…

Q: What will be the value of load applied parallel to the diagonal of 100x100x100)mm cube since the…

A: two series of concrete diagonal cube specimens of different size (size range 1:4) were tested by…

Q: Wo A B.

Q: Determine the (fy) when force 80 lb and angle 30° on the axis (X) .A 40 .B 40lb .C 4lb .D 40N

A: Force and angle (on which it is acting ) is given and it has been asked in the question to determine…

Q: Ans: FSo = 2.20; FSs = 1.66 safety against sliding and against overturning, and also the soil…

Q: Determine the value of force applied if work done is 202 J and value of displacement is 2.5 m

Q: A solid cube has an SG of 2.15 will float in fresh water a. true b. false

A: given- solid cube in fresh waterspecific gravity SG=2.15

Q: The T-beam has an effective flange width of 829 mm and the thickness is 125 mm. If the area of the…

Q: 1. What must be the pull in a L(10) meters tape in order to remove correction, given the following?…

A: Sag correction is given byCS=w2l324P2Let P=pullCS=11 N210324P2Cs=5041.667P2

Q: A 144-lb block is resting on a rough horizontal surface for which the coefficient of friction is…

A: Given data: Mass of the block = 144 lb Coefficient of friction = 0.4

Q: 20 k В 15 ft A 10 ft 10 ft

Q: Use double integration method. Consider 250 mm x 400 mm (b x h) section and E = 120 GPa. Find a.…

Q: Given the figure below. Use UNIT LOAD METHOD in determining the maximum deflection at midspan. E and…

A: Reactions:Ay=Cy=20×8+502Ay=Cy=105kNso,Moment equation:IFOR 'AB'Mx=105x-10x2 0<X<4IIFOR…

Q: H.w:Solution by Unit load method (Virtual Work Method) Example: Determine the deflection at point B.…

Q: Q5/A/ A line (4.5)km long was measured with a steel tape under a pull of (15)kg , the field…

A: Given Data: The standard Pull P0 for tape is 5 kg and standard temperature is T0 20°C Area of tape A…

Q: Compute the total elongation caused by an axial load of 142 kN applied to a square bar, tapering…

Q: situation 31 A 468.0-m long boundary line is to be laid out with a 30.0-m invar tape weighing 0.70…

Question

ve similar El= 4.85x10° kips.in-
8
If
Q1= - 4 kips and Q2=7 kips,
find A, in inches using the flexibility method.
O2,D2
200
300"
300"

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 Given Data

VIEW

Step 2 Flexibility Table

VIEW

Step 3 Determination of Deflection

VIEW

Step by step

Solved in 3 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

J A 非 Find end moment use slope- defliction 100kN C AK I 3m B 21 E 3m | 4m D
Wo> pa WIOX 30 18' Find: Centerline spacing = a if p: .6 V : 18 Ksi
D=76kNE=274kg F= 38.5
d?y dy 7y = 6e2x, dx2
Tmax 19 (Ox, Txy) 0₁ ON 0₂+Oy 0,20 2 (0₂₁ Tyx) ₁ and 2 are 64 and -9 respectively. Locate the centre of the mohr circle. 20 >0 Sign Convention G-tensile stress = +ve t-clockwise stress = +ve
Answer 4 5 6 only. Upvote guaranteed. X=6 Y=6 Z=3
Y Given: X x1 x2 . x1 = 15.35 mm • x2 = 16.74 mm . x3 = 16.10 mm .y1 = 19.32 mm y2 = 20.55 mm y3 = 16.37 mm mie x3 sterren T y3 y2 y1 Find x & y centroid
Figure Q3 shows the copper shaft subjected to the axial loads. Determine the displacement of end A with respect to end D. The diameters of each segment are daB = 75mm, dâc = 50mm, and dcp = 25mm. Take Ecu 3D 126GPa. (C02, СЗ, РО1, WP1) %3D 1250mm 1875mm 1500mm 10kN 30KN 5kN C 15KN 10kN A В
Solve this figure using Area Method w= 12 kips/ft 6 kips hinge -ト-ダートーーダー
Z H 20 mm 80 mm a) Calculate Iz 20 mm T 60 mm 20 mm b) Calculate maximum Q and indicate the location on a drawing of the cross-section.
I5KN Draw and label the V and M diagrams. Fill in the blanks. Find M- max and the equations for q, V, and M in the region 3
8+81 al 25 Ey Eg 1. What is the value of ybar from the 1-1 line [Select } 2. What is the value of centroldal MOI Ixx? Select J 3. What is the value of centroidal MOI lyy? [Select]