A W 16 x 26 is used for beam AB as shown in the figure. Service dead loads consists of 125 mm thick reinforced concrete slab. Assume that the floor slab provides continuous lateral support. Partition load (movable, live) = 0.96 kPa, Suspended ceiling and mechanical equipment = 0.48 kPa. Service live load = 3.12 kPa and unit weight of concrete = 24 kN/m³. Properties of W 16 x 26 A Wt. = 39 kg/m A = 4955 mm² d = 398.53 mm 9 т. bf = 139.70 mm tf = 8.76 mm tw = 6.35 mm В Sx = 629 x 103 mm3 Sy = 57 x 103 mm3 1.8 1.8 1.8 1.8 Zx = 724 x 103 mm3 Ży = 90 x 103 mm³ Fy 345.6 MPa %D a. Determine the design flexural strength capacity of the beam. Ø =0.90 (kN-m) b. Determine the design shear strength capacity of the beam. c. Determine the deflection of the beam if it has a flexural (kN) rigidity of 23800 kN-m² based on live load only. d. Is the beam adequate for live load deflection limit as per code?
A W 16 x 26 is used for beam AB as shown in the figure. Service dead loads consists of 125 mm thick reinforced concrete slab. Assume that the floor slab provides continuous lateral support. Partition load (movable, live) = 0.96 kPa, Suspended ceiling and mechanical equipment = 0.48 kPa. Service live load = 3.12 kPa and unit weight of concrete = 24 kN/m³. Properties of W 16 x 26 A Wt. = 39 kg/m A = 4955 mm² d = 398.53 mm 9 т. bf = 139.70 mm tf = 8.76 mm tw = 6.35 mm В Sx = 629 x 103 mm3 Sy = 57 x 103 mm3 1.8 1.8 1.8 1.8 Zx = 724 x 103 mm3 Ży = 90 x 103 mm³ Fy 345.6 MPa %D a. Determine the design flexural strength capacity of the beam. Ø =0.90 (kN-m) b. Determine the design shear strength capacity of the beam. c. Determine the deflection of the beam if it has a flexural (kN) rigidity of 23800 kN-m² based on live load only. d. Is the beam adequate for live load deflection limit as per code?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Need right complete solution
Transcribed Image Text:Problem 4 Design of Flexural Members
A W 16 x 26 is used for beam AB as shown in the figure. Service dead
loads consists of 125 mm thick reinforced concrete slab. Assume that
the floor slab provides continuous lateral support.
Partition load (movable, live) = 0.96 kPa, Suspended ceiling and
mechanical equipment = 0.48 kPa. Service live load = 3.12 kPa and unit
weight of concrete = 24 kN/m³.
Properties of W 16 X 26
Wt. =
39 kg/m
A = 4955 mm²
d
398.53 mm
9 т.
bf = 139.70 mm
tf = 8.76 mm
tw = 6.35 mm
В
Sx = 629 x 103 mm3
Sy
= 57 x 103 mm³
1.8
1.8
1.8
1.8
Zx = 724 x 103 mm3
Zy
= 90 x 103 mm3
Fy
= 345.6 MPa
a. Determine the design flexural strength capacity of the beam.
Ø =0.90 (kN-m)
b. Determine the design shear strength capacity of the beam. (kN)
c. Determine the deflection of the beam if it has a flexural
rigidity of 23800 kN-m² based on live load only.
d. Is the beam adequate for live load deflection limit as per code?
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
This is a popular solution!
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 1 images
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.Recommended textbooks for you
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 (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
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning