Ans - 26mm Planned flexible loads are (fig p7.2) is to be 3m x 4.6mand carries a uniformly distributed load of180kn/m² Estimate the elastic settlement below thecenter of the loaded area. Assume that Df=2m andH=?180 kN/m²HUTTH3m x 4.6 mRockSilty sandE-8500 kN/m²-M₁=0.3

Answered: Image /qna-images/answer/c9b3b166-1cff-4702-a793-41c0f99747d6.jpg

Answered: Estimate the elastic settlement below t

Engineering

Civil Engineering

Estimate the elastic settlement below t

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: Q3// Find spacing required for stirrups Ø8mm at zone A and zone B for the beam shown with the…

A: ϕ = 8mm = 0.315inch

Q: In a broken-out section view A partial view of the shape is needed A complete view of the shape is…

A: answer is option a.) explanation is given in below step

Q: A Sluice gate is a device that is fitted in a sluice or fluid canal to operate and control the fluid…

A: The given data is: Dimensions of sluice gate are: Breadth (B) = 8 m Depth (d) = 6 m Oil Density…

Q: Type EDL Std_Nomenciature AISC_Manual Label C15X50 C15K50 14.7 15.0 3.72 0.716 0.650 0.799 404 11.0…

Q: Identify and circle 2 Simply Supported Beam and 2 continous Beam at structural drawing

A: To Identify 2 Simply Supported Beams and 2 Continuous Beams in the given structure.

Q: Q. Calculate SFD and BMD for the following beam w (N/m) B A X L- w 22 N/m L= 15 m

A: Given data: Cantilever Beam with Uniformly Distributed load at free end W= 22 N/m…

Q: 3D5x3 -10x-V3 5(х-2) %3D 1/3

A: Simple calculation taking commons

Q: 1) lim x² - 16 x 4x + 4

Q: Translate the following ads, and tell how many rooms each house probably has. 4br - 2 b - fam rm -…

A: given values- 4br - 2 b - fam rm - f/pl - din rm - 2-car gar - xlnt cond 120's - low CTM -…

Q: P= 388 452 N D= 32 mm σ= ______________ksi ASTM DESIGNATION: _____________

Q: -n 4 ne the reactions at the supports A and B of the comp 2 kN/m

A: Given - Free body diagram

Q: 3 kips 10 ft B Determine the forces in 3 kips 10 ft members FH, DH,EG and BE in the truss using the…

A: Method of the section: It is one of the processes used to determine forces acting on a truss by…

Q: What part of the connection shown does not comply with NSCP 2015 Section 510.3.3, 510.3.4 and…

A: Given data-

Q: 5. What is the critical path of the fragment below? (Choose a, b, c, or d) B (3) (2) A (1) (4) a)…

Q: match, options are in grey

A: Given Options: 300 Ibs pointed up300 Ibs pointed lefthorizontal load300 Ibs pointed down300 Ibs…

Q: Centroid and Moment of Inertia For the following 'shapes', determine the following: (a) Area, A (b)…

A: Note:- dear student, as per bartelby guidelines we are supposed to answer only first 3 sub-parts.…

Q: Sketch a free body diagram of the following isolated part. FBD of the member DEF (figure below)

A: Data given: Asked: Freebody diagram of the system

Q: Safety standards for the special cases need to be clearly specified in the design specifications.…

A: answer is true explanation is given in below step

Q: Evaluate: /8(x- 1)xdx (x2.

Q: Which of the following diameter of Grade 60 reinforcing bar can withstand a tensile load of 210,000…

Q: *A vertical jet of water leaves a nozzle at a speed of 10 m/s and a diameter of 20 mm. It suspends a…

A: Given data:- The water leaves a nozzle at a speed of 10 m/s The given diameter is, 20 mm The given…

Q: The static indeterminacy of the two-span continuous beam with an internal hinge, shown below, is

A: A two-span continuous beam with an internal hinge-To Find-The value of the degree of static…

Q: Draw the following views of the figure below. (You can use AUT0CAD in showing different views)

A: Answer We can use the following steps to draw the orthographic views using given Isometric views in…

Q: R30 30 10 15- 030-

Q: he riveted lap connection shown consists of two(2) – PL 12 mm × 280 mm. 1. If diameter of hole…

Q: W14 × 82 A992 steel 13'

Q: A CPC is a type of offset printing pr

A: Printing is the process of reproducing images from an electronic device on paper or another tangible…

Q: Find SFD and BMD. Need only a handwritten solution only

Q: Write (dynamic viscosity, kinematic Viscosity, Specific gravity, Bulk Modules of Elasticity) in MLT…

Q: w-1200 Ib F-400 Ib 4 Figure 1

Q: RC Frame System Mostly used form of construction Columns and beams are not there Thickness of the…

A: RC Frame System 1.Mostly used form of construction to provide better strength and to increase the…

Q: LA WHAT IS THE MINZMUM THICK NESS FOR A SIMPLY 251 SUPPORTED SLAB /THE -> VZEW DIMEN SINS SHOWN VZEW…

A: Question (1)A As per ACI 318 code Table 9.5 minimum thickness defined for a slab simply supported…

Q: Reciforo cal luelling used when their is obstruchion

A: Reciprocal levelling is a type of levelling which is used when we not able to level between two…

Q: roblem No.1 Calculate the allowable uniform load W that the beam could carry. Assume fe' = 28M…

A: Given Characteristic Compressive strength of Concrete= 28 Mpa Design Strength of Reinforcement =…

Q: Design the beam shown 30kN W = 8m -1m

A: The given values are as follows,f'c=28MPadb=25mmϕGr60d12mmϕAssume b=d2The design of the beam is…

Q: 6. Give one objective function used in model calibration and discuss its use, advantages and…

A: Model Calibration: It involves collection and analysing contemporary flow and pressure measurements…

Q: XA = 650m YA = 1750m XB = 1100m YB = 1300m Find di3 in km and i in grade

A: In survey engineering, distance between two points can be calculated by knowing their coordinates,…

Q: For the str4ctures lcaded as shown, determine the reactions at the sPPorts usin9 poth the graphical…

Q: Design the beam shown 30kN W= 8m -1m use f'c= 28M Pa db 3D 25mmф Gr60 ds = 12mmo %3D Assume d b = 2…

Q: The available tensile strength of plates shown below is ..( use A 36 steel bläi 6 * material) 1/4"…

A: Dia of bolt =34 india of bolt hole =34+116=1316 ingross area of plate Ag=6×14=1.5 in2Net area of…

Q: Can somebody show me how to identify the following members (highlight them if needed, I truly need…

A: Note:- I think the given truss is wrong as the truss consists of only 5 joints and the numbering is…

Q: Design the reinforcements of the given T beam below. bf=900mm bw=420mm tf=120mm d=550mm d'=80mm…

A: The process of design involves finding out the sizes of the structural member and the proper…

Question

Ans - 26mm

Planned flexible loads are (fig p7.2) is to be 3m x 4.6m
and carries a uniformly distributed load of
180kn/m² Estimate the elastic settlement below the
center of the loaded area. Assume that Df=2m and
H=?
180 kN/m²
HUTTH
3m x 4.6 m
Rock
Silty sand
E-8500 kN/m²
-M₁=0.3

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 5 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

Draw the following AutoCAD drawings
Cantilever nethod |ookN- 3. 5m 13 200KN J t sm IL
WPS Office Mech-223-Chapter-IV-2B.pptx O X 1 Sign in 2 O Go Premium Menu v Home Insert Design Transitions Slide Show Q Click to find commands Animation Review View Tools X Cut - A A Q =-E- JA - H Align Text - A Picture AB E Reset += += Paste L copy Format Painter BIUSA - X² X2 2- E EE E E E E- E Convert To SmartArt - Text Box Shapes 8 Arrange From Current Slide New Slide Layout i Section - Slide Transition 주 × Outline Slides Apply to Selected Slides Setn 40 Example no. 3 None Morph Fade EFx = 0 Ax =0 Reveral Wipe Shape • Given the beam as shown: P Eangle e 41 Sh Dissolve News Wheel 50 kN Determine: 20 kN/m a.) Reaction at A. Modify transition 42 b.) Reaction at B. A B D Effect Options: None Speed: 00.50 「ちm Sound: [No Sound) Eangle m 1.5 m -* 1m > 43 3 m O Loop until next sound Advance slide Ay Rp v Click to change slides ) Auto, interval: 00:00 M Pak ld 44 Rehearse This Slide Apply to All O Play Slide Show = Click to add notes V AutoPreview Remarks - Comment E 88 O O 61% - - Slide 43…
Draw sfd and bmd
Please Make a correct table and estimate ( will surely give a like if correct)
Draw sfd and bmd
Right support: Elasticity= 374 Gpa Left support: Elasticity= 274Gpa Elongation= 9mm Answer item 1 only.
can you please show the integration in the position? And can you please make it look like this? Thanks
Front, Top, Side view using autocad. Please use the given dimension. Thank you!
Thank you
Pb(3L² – 4b²) Smax %3D 48EI
wL+ Smax 8EI