1514) SOLLITTPLL = 20KWOL=2,0KLffaz 4000 psi=Grade Go steel.(3)SPLALLDL1(2) SLL(4) Calculate the Long-termdefledim assumingthat 25% of the live load is continuouslyapplied for 3 years..8.#8.Ec=57000X √fc= 3600 ksin = Es/Ec = 8.id=36 -1.5 -0.5-%/- ½½ = 32.5"I₁ = 12x16x36³²= 62208 in 4fv = 7.5x √fc = 474.3 psiX=1, NWCCover = 1.5"including Spif-weightNWCX=1,0#4D16"36"

Answered: Image /qna-images/answer/582d3560-0c5b-47c8-a639-e1ba25b8489f.jpg

Answered: (1) SOL (2) SLL Calculate the Long-term…

(1) SOL (2) SLL Calculate the Long-term deflection assuming that 25% of the live load is Continuously applied for 3 years. 8-#8. (3) (4) DL+LL

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: The connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear…

A: Given:Diameter of bolt= 1 inch ( Group A )Diameter of bolt hole= d0 =inchPlate thickness=t =…

Q: 4.1 A line load of q = 60kN/m with a = 0 is placed on a ground surface as shown in Figure P4.1.…

Q: For the following structures, calculate -Reactions -Deformation diagrams (individual and general)…

A: To find the reactions the supports in the given beam and to draw the deformation diagram.

Q: imple 7 Page 266): Water (T= 20°C) flows from a tank through discharge of water. (Include only the…

Q: did you find the axial reactions, how do you find that? at each supports (A and D)

Q: Steel Design A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate…

A: In order to check the beam adequacy for web crippling let us first find the Nominal web crippling…

Q: SAMPLE PROBLEM 1: USE LRFD The W21 x 93 beam sown in the figure must transmit a total reaction of…

Q: Part C Determine the maximum in-plane shear stress and average normal stress. Enter your answers in…

Q: H.W: Find forces and elongations wires, steel in each wire. A=80mm² L=4m E=200 G Pa Estrelaxation.…

Q: An industrial plant needs 1, 383,739 gallon of water per day which must be pumped from a lake to a…

A: Given data - Q = 1383739 gallon per day H = 273 ft = 83.2104 m L = 1779 ft = 542.2392 m D = 11 in =…

Q: Using (DIM) Double Integration Method Use E = 200 Gpa & I = 500 x 106 mm4 A. Vertical reaction at…

Q: Questions #1 A 60-inch (f = 0.02) man carrying 90 cfs branches at a point × into two pipes, one…

A: Question-1 Flow in 60 inch pipe (Q1) = 90 cfs Determine the rate of flow of the 4ft diameter of pipe…

Q: The components of all forces acting on member ABCD are: D= lb ↑ Bx= By= C= Ax= Ay= lb + lb ↓ lb ↓ lb…

Q: mine the magnitude of the force in each member of the truss shown in the figure below. 60⁰ B F=2,000…

Q: Determine the vertical displacement of joint A. Assume the members are pin connected at their end…

A: AE= constant,A=300 mm2 and E=200 Gpa

Q: Solve for the CESAL. PCCP, One-direction GVW=44,017kg, AADT=93, traffic growth rate = 1%

A: Given:One-direction GVW=44,017 kg = 44.017 tAADT=93Traffic growth rate =1%To determine:Cumulative…

Q: Example 6 Determine the support reactions on the frame shown. El is constant. 8 kN/m 5m Actual Frame…

A: The statically indeterminate frames are solved using the method of consistent deformation or Force…

Q: What is the vertical displacement at Joint A in mm? I=15.5 x 10 mm and E 200 GPa Seg Origin Limit AB…

Q: Get the bending moment diagram. 8kN/m ΕΙ 4m B 10KN EI + -2m 2m 8kN/m EI 4m D

A: A continuous beam is given we need to draw the bending moment diagram

Q: 1.State the uses of sheet pile wall? 2. Listthe advantage of sheet piling over other retaining…

A: 1.to retain walls constructed to retain earth, water or any other filling materials2.Water front…

Q: (3) The beam supports a uniform dead load of 6 kN/m, a live load of 20 kN/m, and a single live…

A: Given data,Beam is givenuniform dead load=6 KN/mlive load=20 KN/mlive concentrated force of…

Q: Only part B

A: A propped cantilever beam fixed at A and supported on roller at B.A point load P = 1kN is acting at…

Q: Q2/ Estimate the volume of excavations for tab foundation 4.3 m 0.3 m 4 m 5.3 m 5 m 0.3 m 5.3 m -0.5…

Q: A shovel of size (0.75) m³ intended to be used to load ordinary soil to trucks. What is required to…

Q: As shown in the figure compute the amount and location of the vertical and horizontal components of…

Q: A 30 in. 16 in. 24 in. 17 in. H 21 in. D 32 in. 18 in. 12 in. B X

Q: The following table provides data obtained during a specific gravity and absorption test on coarse…

A: The mass of oven-dry sample in the air (g), A = 2998.4The mass of the SSD sample in the air (g), B =…

Q: Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be…

Q: You first say that RA=57.1667. Then later in the problem you use the value 157.1667...what is the…

Q: 23.16 A building in the shape of an L must be staked. Corners ABCDEF all have right angles.…

A: The outside dimensions of the buildings are,AB = 80 ftBC = 30 ftCD = 40 ftDE = 40ftEF = 40 ftFA = 70…

Q: 1. The MPV(most proper value) and standard deviation of length a, b and the angle c of the triangle…

Q: The state of stress at a point in a member is shown in A 0x' = 60° σ y B on the element. Assume ox…

Q: Trusses and Frames (Method of Joints, Sections, Member) Determine the magnitude of the force (in kN)…

A: The truss shown in the above figure. We have to find out the magnitude of the force (in kN) in…

Q: Determine the reactions at A, C, and E. Assume A and C are rollers, E is fixed, and B and D are…

Q: Problem 2: Provide reasons for why development length must be satisfied in structural concrete

A: development length is the additional length extended or projected to attain desired bond strength.

Q: P8.13 WP Two uniformly distributed loads w = 3,600 lb/ft act on the simply supported beam shown in…

A: A two sided overhanged simply supported beam is loaded as follows

Q: The steel frame supports the loading shown. Determine the horizontal and vertical components of…

Q: 30 m 54 mm 48 mm 54 mm 72 mm A thin, homogeneous wire is bent to form the perimeter of the figure…

A: Wire is bent to form the perimeter of figure aboveCentre of gravity of wire with respect to x,y =?

Q: For the slab shown in figure. Determine the steel reinforcement in the short direction for the…

A: Live load(LL)=6 kN/m2,Concrete strength (fc)=28 Mpa,Yield strength(fy)=420 Mpa.

Q: Using

Q: dị 200 mm a

Q: 3.24 The four forces are in equilibrium. Deter- mine F, and 0, (a) graphically from the force…

Q: What are the possible pavement recommendation

A: Pavements are important for providing safe, durable, and efficient surfaces for transportation and…

Q: A concrete mix includes 360kg cement and 162kg water per cubic meter and no admixture is used. The…

A: A concrete mix includes the following ingredients per cubic meter:a. Cement = 360 kgb. Water = 162…

Q: State and explain the qualities of good cement.

A: It is always desirable to use the best quality cement in the various constructions. Therefore, all…

Q: Draw the force, shear, and moment diagram for horizontal beam span a-k. Clearly label all points on…

Q: The 10 ft rectangular wooden column has the dimensions indicated. Determine the critical load if It…

A: Length of the column (L) = 10 ft x 12 = 120 inModulus of elasticity of material (Ew) = 1.6 x 103…

Q: 6.62 This bend discharges water (p = 1000 kg/m³) into the atmosphere at section 2. Determine the…

Q: Set P1 = 70 kN, P2 = 50 kN. Express your answer to three significant figures and include the…

Q: How do you get the valuse for V mid and V mean?

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

151
4) SOL
LITT
PLL = 20K
WOL=
2,0
KLf
faz 4000 psi
=
Grade Go steel.
(3)
SPLALL
DL1
(2) SLL
(4) Calculate the Long-term
defledim assuming
that 25% of the live load is continuously
applied for 3 years.
.8.#8.
Ec=57000X √fc
= 3600 ksi
n = Es/Ec = 8.
id=36 -1.5 -0.5-%/- ½½ = 32.5"
I₁ = 12x16x36³²= 62208 in 4
fv = 7.5x √fc = 474.3 psi
X=1, NWC
Cover = 1.5"
including Spif-weight
NWC
X=1,0
#4
D
16"
36"

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: Introduce the problem statement

VIEW

Step 2: Evaluate basic cross-sectional properties

VIEW

Step 3: Locate neutral axis

VIEW

Step 4: Compute cracked moment of Inertia

VIEW

Step 5: Compute effective moment of Inertia

VIEW

Step 6: Determine instantaneous deflection

VIEW

Step 7: Compute sustained load deflection

VIEW

Step 8: Compute long term deflection

VIEW

Solution

VIEW

Step by step

Solved in 9 steps with 23 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

= 5.29 Knowing that P Q = 480 N, determine (a) the distance a for which the absolute value of the bending moment in the beam is as small as possible, (b) the corresponding maximum normal stress due to bending. (See hint of Prob. 5.27.) THEMOM DV P nedw to absol be500 mm 500 mm pripoly not Alase BOLERON 9T AO mersib anamorp sode bol ng appiled: the batuda Fig. P5.29 edi te ating out A Daniloobo CV. D (5.6b) Q f 12 mm s mas i nadw bozudiruaib ebimnice di Tibe sade 2b2 B (10. busd bus bris to pages. eda sdtlanbi are noe minnas li batalize yo led ditw i most u tamom gaiboedshus en betrovalmisoled loads Dignst Box brol 18 mm
_Find: (a) the stress in the Steel and Ahuminium rods after the loap P applied and the temprature raised 60 C" and (b) the displacement under the load P. Using the data in the Table below. Rod A (mm) a (um/m. C°) L (m) d (m) 0 (degree) E (GPa) P (kN) Steel 400 T1.2 195 3 35 Aluminium 300 18.9 4 30 90 Aluminium Steal 4m 2m
7 30 Enercise:- diameter of 12mm A cylindrical rod 100 mm long with is subjected to a 30000 N. Assuming that the tensile load of deformation is entirely elastic and allowable elevation in pligmeter is allowable reduction in dligmeter is 0.015mm. choose amory only meeting requirent U (Poiss ons vahu) 0.33 below Material Aluminium alloy Bronze Titanium allow manimum 0.3 mm while manimum E (GPa) 70 100 110 0.34 3
carculate the Youngs modulus for the material of the bar shown below, The bar has an initial length of 400 mm and is measured to extend by 0.22 mm under a tensile load of 75KN, When the force is released the bar returns to its original length. The bar has the rectangular cross-section shown below. (17p) 20 mm 75 kN 75 kN 25 mum 400 mm
CLO 1: A rigid beam rests on two bronze bars 700 mm long. Another aluminum bar is placed between them which is 699.93 mm long. If the allowable stresses are Salum = 90 MPa and Spronze = 80 MPa, find the maximum weight of the beam that the system can support (in KN). %3! Alum 850 Bronze A in mm2 1500 Bronze Bronze E in Gpa 70 83 Alum 291.408 O 211.932 437.393 O 90.673
G6//The light rigid bar ABCD shown in Figure is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load after the load P 20 KN is applied. Steel L=2m A=250mm 4m E=200Mpa Aluminum L=2m A=500mm 2m 2m E-72Mра P=20KN
3) An bronze rod is rigidly attached between a aluminum rod and a steel rod as shown. Axial loads are applied at the positions indicated. Find the maximum allowable value of P that will not exceed a stress in steel of 140MPA, in aluminum of 90MPA or in bronze of 100MPа. Aluminum A = 500mm? Bronze A = 200mm? Steel A = 150mm2 2P ЗР L st = 1.2m L br = 2m Lal = 3.5m
A compound bar consisting of bronze, aluminum, and steel segments is loaded axially as shown in the figure. Determine the maximum allowable value of P if the change in length of the bar is limited to 2 mm and the working stresses prescribed in the table are not to be exceeded. Material Properties Material Area(mm2) E (GPa) Normal Stress(MPa) Bronze 450 83 120 Aluminum 600 70 80 Steel 300 200 140 Aluminum 3P Bronze Steel 2P 4P - 0.6 m →- 1.0 m 0.8 m
€ = - 20 N/nn Compute the displacements of the plate wing single quad ekmeent a 2 m I(0,1) 4 (2, 1) 0.5 m Im 3(2,0.5) E = 3(10*) Pa V = 0.3 2 (0,0) thickness Im %3D
(40 How A Rismatic steel bar of a Square cro ss section (looxlo0)mm is loaoled by Compressive force P= 1300 K, the bar has length 2.5 m, Eg=200GPay V=0.3,determine the shortening 8, the increase in the dimensions of cross Section, the change in Volume DV of the bar? loomm loomm
Fig.( a) shows a steel wire 1 mm diameter is stretched horizontally between two fixed points apart. A vertical load applied at the mid span of the wire causes a vertical displacement of 45 of the point of application of the load applied. What will be the stress induced in the wire and load applied? Neglect the weight of the wire. Take E for the wire material as 200 GN/m². F L 1 m P S N -1 m- M
HW A nigid slab weighing 6o0 Kw is Placed uron two bronze vads and one Steel Vod Cach of bo00 mm2 area at a temPerature of 15 Ĉ as shown, find the temPerature at which the stress in steel Vod will be Zero ? takei Cuefficient of exransion for Steel= 12Mm/m.č Coefficient of exransion for brónze = 18 Mm/m.c %3D Young's modulus for steel = 200 G la Young's modulus for bronze = 80 GPa 600 IW -bronze 25orpm 30mm steel