Q1: Design the rectangular overhang reinforced concrete beam shown in the figure to carry service loads of (D.L= 20 kN/m includes its own weight, L.L= 25 kN/m). Assume p = 0.6 Pmax. and b = 0.5d Use = 25 MPa, fy 400 (use db=25 mm for design) 2m mm +Ho Q2: Design the rectangular reinforced concrete beam shown in the figure to carry service loads of (D.L=10 kN/m includes its own weight, L.L= 15 kN/m). WL-15 kN/m WD 10 kN/m 6m 6 m h
Q1: Design the rectangular overhang reinforced concrete beam shown in the figure to carry service loads of (D.L= 20 kN/m includes its own weight, L.L= 25 kN/m). Assume p = 0.6 Pmax. and b = 0.5d Use = 25 MPa, fy 400 (use db=25 mm for design) 2m mm +Ho Q2: Design the rectangular reinforced concrete beam shown in the figure to carry service loads of (D.L=10 kN/m includes its own weight, L.L= 15 kN/m). WL-15 kN/m WD 10 kN/m 6m 6 m h
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![I need to solve the two
questions in handwriting
Q1: Design the rectangular overhang reinforced concrete beam shown in the figure to
carry service loads of (D.L= 20 kN/m includes its own weight, L.L= 25 kN/m).
Assume p = 0.6 Pmax and b= 0.5d
Use
fe
25
4 MPa,
400
(use db=25 mm for design)
2m
mm
TO
Q2: Design the rectangular reinforced concrete beam shown in the figure to carry service
loads of (D.L=10 kN/m includes its own weight, L.L= 15 kN/m).
WL-15 kN/m
WD- 10 kN/m
6m
6 m
mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd8f9edbf-9401-415b-96e4-ba1586ce4f2b%2Fe0b6be06-b954-4e23-887d-1beed59789a2%2F390kc2p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:I need to solve the two
questions in handwriting
Q1: Design the rectangular overhang reinforced concrete beam shown in the figure to
carry service loads of (D.L= 20 kN/m includes its own weight, L.L= 25 kN/m).
Assume p = 0.6 Pmax and b= 0.5d
Use
fe
25
4 MPa,
400
(use db=25 mm for design)
2m
mm
TO
Q2: Design the rectangular reinforced concrete beam shown in the figure to carry service
loads of (D.L=10 kN/m includes its own weight, L.L= 15 kN/m).
WL-15 kN/m
WD- 10 kN/m
6m
6 m
mm
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