Q2/ For the beam shown in Fig.2, determine the minimum width (b) of the steel plate that used in the composite section, so that bending stresses do not exceed (150MPA) in steel and (8MPa) in wood. (Es...

Q2/ For the beam shown in Fig.2,<br>determine the minimum width (b) of the<br>steel plate that used in the composite<br>section, so that bending stresses do not<br>exceed (150MPA) in steel and (8MPa) in<br>wood. (Es 200GPA, Ew = 16GPA).<br>20KN/n<br>Fig2<br>section<br>IH<br>

Extracted text: Q2/ For the beam shown in Fig.2, determine the minimum width (b) of the steel plate that used in the composite section, so that bending stresses do not exceed (150MPA) in steel and (8MPa) in wood. (Es 200GPA, Ew = 16GPA). 20KN/n Fig2 section IH

Jun 11, 2022

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Q2/ For the beam shown in Fig.2, determine the minimum width (b) of the steel plate that used in the composite section, so that bending stresses do not exceed (150MPA) in steel and (8MPa) in wood. (Es...

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