Solve for the correlation coefficient. Given the inflow and outflow discharges:Time (h)Inflow (m³/s)Outflow (m³/s)19385320811444223376304206915781163464213477603153294791718434119108215

Inflow x Outflow y xy x2 y2 93 85 7905 8649 7225 208 114 23712 43264 12996 442 233 102986…

Answered: Given the inflow and outflow…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Question 6 The velocity distribution in a boundary layer is given by u = Uwhere u = velocity of fluid at vertical distance y from surface of plate, d: boundary layer thickness at x from beading of edge of plate. The shape factor will be
for the second question when solving for fx, why did you negelct density?
EXAMPLE (2) A bar of uniform cross sectional area 100mm2 is subjected to forces as shown in Fig . Calculate change in length of the bar. Take E=2*10 N/mm2. A C D 1kN SKN →6KN 2kN 300mm, 400mm 600mm
Please provide correct solution
Explain why.
Define the Values of factor f for Baguelin et al (1978) ?
13. The strength of the linear relationship between two quantitative variables is determined by the value of OA. s В. а O C.r O D. s
Question 1 A uniform bar of length L, cross-sectional area A, and mass density p is suspended vertically from one end. (a) Show that the elongation of the bar is & = pgl?/(2E) where g is the gravitational acceleration and E is the modulus of elasticity. (b) If the mass of the bar is M, show that 6 = MgL//2EA)
The figure shows a sign hanging from a beam anchored to a wall by two cables. In an element of the beam, the stress tensor has been measured, resulting in the following values σxx = 2250 [psi], σyy = 1175 [psi] and τxy=−820 [psi]. Q) It is known that σyield= 2000 [psi]. Is it possible that the beam could fail? Apply the Von Mises and Tresca criteria
Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 2 questions. Box the final answers. Thank you, I will give upvote if you does. Use double integration method.
Determine the relative precision of the mean of the measured values shown . Trials 1 2 3 4 5 Length (m) 106.87 106.90 106.93 106.89 106.81
What is the expected error in C in the below equation if you know the random error in A=±34 mm and B=±21.4 mm? C=A+B Answer: Choose... +

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Given the inflow and outflow discharges: Time (h) Inflow (m³/s) Outflow (m³/s) 1 93 85 3 208 114 5 442 233 7 630 420 691 578 11 634 642 13 477 603 15 329 479 17 184 341 19 108 215