) Dimensioning of concrete beam i borderline condition A free-standing beam in concrete with 4Φ20 K500-T is preliminary dimensioned according to the figure below. Estimate the load q that it can handle according to dimensioning for bending moments. Figure 1. Britt laid beam with rectangular cross-section. b=450mm d=550mm concrete=C35 steel=K500-T Draw moment and transverse force diagrams in scaled figures. Show the calculations in all steps and indicate where formulas and table values are taken from.
) Dimensioning of concrete beam i borderline condition A free-standing beam in concrete with 4Φ20 K500-T is preliminary dimensioned according to the figure below. Estimate the load q that it can handle according to dimensioning for bending moments. Figure 1. Britt laid beam with rectangular cross-section. b=450mm d=550mm concrete=C35 steel=K500-T Draw moment and transverse force diagrams in scaled figures. Show the calculations in all steps and indicate where formulas and table values are taken from.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a) Dimensioning of concrete beam i borderline condition
A free-standing beam in concrete with 4Φ20 K500-T is preliminary dimensioned according to the figure below.
Estimate the load q that it can handle according to dimensioning for bending moments.
Figure 1. Britt laid beam with rectangular cross-section. b=450mm d=550mm concrete=C35 steel=K500-T
Draw moment and transverse force diagrams in scaled figures. Show the calculations in all steps and
indicate where formulas and table values are taken from.
Transcribed Image Text:b
d
50
q=?
6 m
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Step 1: Introduce the problem statement
VIEWStep 2: Determine tensile force
VIEWStep 3: Determine compressive force
VIEWStep 4: Determine the neutral axis
VIEWStep 5: Determine lever arm and moment of resistance
VIEWStep 6: Compute live load acting on beam
VIEWStep 7: Plot shear force and bending moment
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