The beam shown is made up of W840 x 193 (Fy = 248 MPa) and is 8m long. The bearing length at the support is 100mm and at the concentrated load is 120mm. A load P acting in the plane of the web is acting at the midspan. Use ASD. tw = 14.7mm,tf= 21.7 mm, d = 840.5 and k = 42.2 mm. Neglecting the weight of the beam determine the following: 2. 1. maximum value of P so that the member is safe against web yielding maximum value of P so that the member is safe against web crippling maximum value of P the member could carry P 3. P W 8m W840 x 193
The beam shown is made up of W840 x 193 (Fy = 248 MPa) and is 8m long. The bearing length at the support is 100mm and at the concentrated load is 120mm. A load P acting in the plane of the web is acting at the midspan. Use ASD. tw = 14.7mm,tf= 21.7 mm, d = 840.5 and k = 42.2 mm. Neglecting the weight of the beam determine the following: 2. 1. maximum value of P so that the member is safe against web yielding maximum value of P so that the member is safe against web crippling maximum value of P the member could carry P 3. P W 8m W840 x 193
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN
![The beam shown is made up of W840 x 193 (Fy = 248 MPa) and is 8m long. The bearing
length at the support is 100mm and at the concentrated load is 120mm. A load P acting in
the plane of the web is acting at the midspan. Use ASD.
tw = 14.7mm,tf= 21.7 mm, d = 840.5 and k = 42.2 mm.
Neglecting the weight of the beam determine the following:
2.
1. maximum value of P so that the member is safe against web yielding
maximum value of P so that the member is safe against web crippling
maximum value of P the member could carry P
3.
P
W
8m
►W840 x 193](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb22c6c44-3724-449b-8744-a8f8c979039c%2Fab06224d-70e9-4f95-a90a-d4fa798aa4ea%2Fg9nqb6c_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The beam shown is made up of W840 x 193 (Fy = 248 MPa) and is 8m long. The bearing
length at the support is 100mm and at the concentrated load is 120mm. A load P acting in
the plane of the web is acting at the midspan. Use ASD.
tw = 14.7mm,tf= 21.7 mm, d = 840.5 and k = 42.2 mm.
Neglecting the weight of the beam determine the following:
2.
1. maximum value of P so that the member is safe against web yielding
maximum value of P so that the member is safe against web crippling
maximum value of P the member could carry P
3.
P
W
8m
►W840 x 193
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