A steel beam is reinforced by three steel rods. The modulous of elasticity for concrete is 20Gpa and for steel is 200Gpa. Maximum allowable stress for concrete is 9.45Mpa and for steel is 140Mpa. Calculate the largest allowable positive w bending moment in the beam. mo ms maod moliau sdi of beblow need sved a bus 1400mm eid T (alennero odi to Jrgisw 910ngi)/4000 ot Inupi "00-0 signs orb bonesomsWawoda en beribus M bris V xera si wob siW masd od to manguib insm bo 200mm -22mm Diameter t 50mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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in 21-
ő
A steel beam is reinforced by three steel rods. The modulous of elasticity for
concrete is 20Gpa and for steel is 200Gpa. Maximum allowable stress for concrete
is 9.45Mpa and for steel is 140Mpa. Calculate the largest allowable positive WBT
bending moment in the beam.
иа
mo
maod motinu od o boblow need sved Ha bus
400mm
aidT (alonnerlo ert to rigiow stongi)/4000E of Trup
200-0 signs or botuesom sWnworla es berloss
M bris V zsra erli owob stiW maod sdi to mergeib insm
brol bus borlism tuo sallimill nollor 10 nige over on
The modulus of elasticity for concrete is
20Gpa and for the steel is 200 Gpa.
Allowable stress for concrete is 9Mpa and
for steel is 140Mpa. Calculate the maxium
allowable bending momemt that can be
applied per metal rod of the concrete slab.
150mm
200mm
D=16mm
140 mm
-22mm
Diameter
TOPABA
t
50mm
T
140 mm
140 mm
140 mm
Transcribed Image Text:in 21- ő A steel beam is reinforced by three steel rods. The modulous of elasticity for concrete is 20Gpa and for steel is 200Gpa. Maximum allowable stress for concrete is 9.45Mpa and for steel is 140Mpa. Calculate the largest allowable positive WBT bending moment in the beam. иа mo maod motinu od o boblow need sved Ha bus 400mm aidT (alonnerlo ert to rigiow stongi)/4000E of Trup 200-0 signs or botuesom sWnworla es berloss M bris V zsra erli owob stiW maod sdi to mergeib insm brol bus borlism tuo sallimill nollor 10 nige over on The modulus of elasticity for concrete is 20Gpa and for the steel is 200 Gpa. Allowable stress for concrete is 9Mpa and for steel is 140Mpa. Calculate the maxium allowable bending momemt that can be applied per metal rod of the concrete slab. 150mm 200mm D=16mm 140 mm -22mm Diameter TOPABA t 50mm T 140 mm 140 mm 140 mm
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