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Hi, Can You Please Correct My Errors. Question: Using Above Graph Determine T90 (5)

Get college assignment help at Smashing Essays Hi, can you please correct my errors. Question: Using above graph determine t90 (5) Estimate H0, the sample height at 0 % primary consolidation and H100, the sample height at 100% primary consolidation (i.e. at t100)

The impact of smart materials on Interior architecture

I need a MSc theisi in the field of architecture (The impact of smart materials on Interior architecture ) my proposal have been uploaded you can get use of it. but my instructor told me that i have to make it more specified, so first of all, help me with the topic, suggest me unique and great topics once the topic approved we will go with the introduction and literature review. the style must be APA Style. i want you from to put all the requirements of a high quality thesis. and please be on time.don’t count me the references, i will upload you many sources if you want that.first of all we will go with the topic Introduction Literature Review and also suggest me the methodology

Question The criteria and topic were uploaded. My draft was also uploaded, the

The criteria and topic were uploaded. My draft was also uploaded, the final paper has to be similar to my draft but extendedDo NOT include the title page!

Explain your reasons for living a frugal lifestyle and how

Question Explain your reasons for living a frugal lifestyle and how you personally save money as a college student.

Analyse The Frame Structure Shown In The Figure Below By The Slope-deflection Method And

Analyse the frame structure shown in the figure below by the slope-deflection method and draw the bending moment diagram (BMD) for the entire frame.

The Frame Shown In The Figure Has Rigid Floors And Is Supported To Quasi-static

The frame shown in the Figure has rigid floors and is supported to quasi-static earthquake loads shown. Use the slope-deflection method to analyse the frame and determine the horizontal translations at the floor levels (in terms of EI), the bending moments in the columns and the base shears.

Part 1 Part 2 The Beam Shown In The Figure Is Loaded With A

Can u check my answer for part 1 and 2 as well

Wouldn’t The Moment Of Inertia About The X Axis Of A Be Added To

wouldn’t the moment of inertia about the x axis of A be added to the moment of inertia of B and then the moment of the opening be subtracted from the sum of the other two it since its a hole? https://www./homework-help/questions-and-answers/problem-7-section-shown-compute-following-1-moment-inertia-lx-x-axis-2-moment-inertia-ly-y-q39215707?trackid=204dc4aab97c

The Beams Utilized In This Fabrication Project Are W 12 X 152 What Is

The beams utilized in this fabrication project are W 12 x 152 What is the expression for the section modulus that should be used in determining maximum normal stress due to bending? Match the term to the description:

As A Geotechnical Engineer In Your Company, You Have To Consult One Client About

pls I need full answer.. thank you appendix A for question 2

/>The pictures that I attached are the questions and what

Get college assignment help at Smashing Essays Question />The pictures that I attached are the questions and what I thought about the answers. Attachment 1 Attachment 2 ATTACHMENT PREVIEW Download attachment 1a.jpg 1. a ) Evaluate the definite integral tan ( x ) dx. 170 14 RC 14 tankx) dx = Jo sincx ) COS(X ) dx = since) du O u – sink Let u= cosx TC / 4 du = – sin x dx = – Is due = – Inlul to du – sin x = dx = – In / cos ( TC / 4) 1 – ( Inicosco) 1 ) = – In 7 In(1 ) = – In 12 b ) Suppose that g(x) is a continuous function such that q(x) dx = 5. Evaluate [7 / 4 ( g ( tancx ) ) . sec ( x ) g ( sec ( x ) ) . tan(x ) ) dx . I’m not sure if I’m thinking right .. I thought gox) dx = 5 satisfy an even function, Therefore , Even odd 16/ 4 ( g ( tan ( * ) ) . sec (x ) 9 ( sec( x) ) . tan(x ) ) ax (ox secex ) 5 tan(x ) ) dx 76 14 1 14 = 5 tan ( x ) dx = – 5 /n/ cos ( x ) | 1 – TC / 4 -1 14 = -5/n 7 5/n /cos (7/4)1 = 0

Answer In Letter B.) Is 41Mpa. (Based On Book) Please Find Its Solution How

Answer in letter b.) is 41Mpa. (Based on book) Please find its solution how to get it. Thanks

Evaluate The Geometric Elements For The Above Cross-section Of The Area Of Flow Is

evaluate the geometric elements for the above cross-section of the area of flow is 30 ft² and the side of the square is 6 ft.

30-minute digital presentation (20-22 slides) to be shared with K-12

Question 30-minute digital presentation (20-22 slides) to be shared with K-12 teachers that provides an analysis of one major change in reading and writing instruction as influenced by political, economic, and cultural climates over time. Some examples might be changes in whole language, phonics, vocabulary, fluency, or instruction in comprehension.

Geotechnical Engineering: (i Did My Working Out, But I’m Not Sure What I’m Doing

Geotechnical  engineering: (i did my working out, but i’m not sure what i’m doing wrong. Could someone please fix my errors? Thank you Question: Calculate

The Following Question Is Based On The Theoretical Euler Buckling That You Covered In

I need all the answer in the blue blank! Thanks for the help

What Is The Principal Angle? A Positive Angle Indicates Couter-clockwise Rotation 24.8º -29.0º 48.4º

What is the principal angle? A positive angle indicates couter-clockwise rotation         24.8º         -29.0º         48.4º         -12.8º What is the angle of orientation for maximum shear stress? A positive angle indicates couter-clockwise rotation         16.0º         36.4º         -42.8º         -74.0º What is the normal stress at the orientation of the maximum shear stress?         2.5 ksi         7.0 ksi         5 ksi         0.5 ksi What is the normal stress on the x’ face as the element is rotated 25 degrees CCW?         -0.96 ksi         -1.69 ksi         4.44 ksi         2.22 ksi

For The Steel Member Cross-section Shown Below And Considering Moment About The Horizontal Principal

I need all the answer in the blue blank! Thanks for the help

(4) If The Effective Diameter (D10) Of Sand Used In This Experiment Is 0.25

This is my working below: Can you please fix my errors? Thanks

If The Specific Gravity (Gs) Of The Sand Is 2.54, Compute The Saturated Unit

If the specific gravity (Gs) of the sand is 2.54, compute the saturated unit weight of sand specimen used in permeability tests. My working below.. can you please fix my errors? Thanks

Hello, Please See My Attempted Working Below. Can You Please Fix My Errros? Thanks

Hello, please see my attempted working below. Can you please fix my errros? Thanks Question: Working out:

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