Determine the dead load and the live load uniform loads of the beam cross-section shown in addition to its own weight. The length of the beam is 8 m with hinge support at 1.25 meters from the left end and roller support at 1.5 m from the right end. Use fc' =21 MPa and fy=414 MPa. Assume that the beam is exposed to the weather. The bar diameter is 25 mm. Use all NSCP provisions regarding concrete covering and stirrups diameter. 600 mm -350 mm- $50 mm 50 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the dead load and the live
load uniform loads of the beam cross-section
shown in addition to its own weight. The length
of the beam is 8 m with hinge support at 1.25
meters from the left end and roller support at
1.5 m from the right end. Use fc' =21 MPa and
fy = 414 MPa. Assume that the beam is exposed
to the weather. The bar diameter is 25 mm. Use
all NSCP provisions regarding concrete covering
and stirrups diameter.
600 mm
350 mm
$50 mm
50 mm
Transcribed Image Text:Determine the dead load and the live load uniform loads of the beam cross-section shown in addition to its own weight. The length of the beam is 8 m with hinge support at 1.25 meters from the left end and roller support at 1.5 m from the right end. Use fc' =21 MPa and fy = 414 MPa. Assume that the beam is exposed to the weather. The bar diameter is 25 mm. Use all NSCP provisions regarding concrete covering and stirrups diameter. 600 mm 350 mm $50 mm 50 mm
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