Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
For Problems 4.10 to 4.22, design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft, f, = 60,000 psi, and f' = 4000 psi, unless given otherwise. Problem 4.10 PL = 30 k WD = 3 k/ft 10 ft 10 ft 20 ft Use p = P.

For Problems 4.10 to 4.22, design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft, f, = 60,000 psi, and f' = 4000 psi, unless given otherwise. Problem 4.10 PL = 30 k WD = 3 k/ft 10 ft 10 ft 20 ft Use p = P.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
100%

help find 4.10

For Problems 4.10 to 4.22, design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 Ib/ft, f, = 60,000 psi, and f. = 4000 psi, unless given %3D otherwise. Problem 4.10 PL = 30 k Wp = 3 k/ft 10 ft 10 ft 20 ft Use p = Pb
Transcribed Image Text:For Problems 4.10 to 4.22, design rectangular sections for the beams, loads, and p values shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 Ib/ft, f, = 60,000 psi, and f. = 4000 psi, unless given %3D otherwise. Problem 4.10 PL = 30 k Wp = 3 k/ft 10 ft 10 ft 20 ft Use p = Pb
1. Follow procedure used in class. Use reinforcing ratio rho as specified in class (Ignore rho specified in the problems). 2. For cantilever beams assume depth as L/5 to estimate beam weight. 3. Remember that in cantilever beams tension is at the top. 4. If reinforcement doesn't fit in one layer place reinforcement in 2 layers. Remember that the distance d is to the centroid of the reinforcement. 5. Do NOT use bars larger than #11
Transcribed Image Text:1. Follow procedure used in class. Use reinforcing ratio rho as specified in class (Ignore rho specified in the problems). 2. For cantilever beams assume depth as L/5 to estimate beam weight. 3. Remember that in cantilever beams tension is at the top. 4. If reinforcement doesn't fit in one layer place reinforcement in 2 layers. Remember that the distance d is to the centroid of the reinforcement. 5. Do NOT use bars larger than #11
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 2 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS