A flor systom has simple-span at 445s milimeters on centers. Each beam ha a cross -sectim' I+ carr ies 75 mm masmrg flooving with Ymm cement files on the top of the masonry floring. if the weight is 23.5 KN/m3 deter mine the safest uniform lrad to be added consideing he following. 200 mm x 350 mm and hos lungth op 8.45 meters. the wood is 7.5S KN/m? and the masonry r 9 Bonding Strees 166MPA b) Sheaving stress 2.05 MPa O Defikchion if the allowoble is 430 In c part is L/ 360
A flor systom has simple-span at 445s milimeters on centers. Each beam ha a cross -sectim' I+ carr ies 75 mm masmrg flooving with Ymm cement files on the top of the masonry floring. if the weight is 23.5 KN/m3 deter mine the safest uniform lrad to be added consideing he following. 200 mm x 350 mm and hos lungth op 8.45 meters. the wood is 7.5S KN/m? and the masonry r 9 Bonding Strees 166MPA b) Sheaving stress 2.05 MPa O Defikchion if the allowoble is 430 In c part is L/ 360
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![system has simple -span at 445 milimeters on centers. Each Seam
A flor
has a cross- sectim
of
200 mm x 350 mm and hos lungth of 845 meters.
It carries 5 mm masmrg floring with 2H mm cement filer on the fop op the
maronry florring. if the weight of
is 23.5 KN/mb determine the safest uniform load to be added consideving
Hhe fallowing.
the wood is 7.5 kN/m² and the masonry
9 Bending Strees 16.6MPA
b) Shearing stress d.o5 MPa
Defection if the allowoble is 4o0
In c part is L/360
NEED STEP BY STEP ANSWER](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F70caa873-bfa3-4d4a-a443-8e40fb191e34%2F12afd0e2-e3d3-42bf-8fb6-3ece819ed7cc%2Fu17lr5s_processed.png&w=3840&q=75)
Transcribed Image Text:system has simple -span at 445 milimeters on centers. Each Seam
A flor
has a cross- sectim
of
200 mm x 350 mm and hos lungth of 845 meters.
It carries 5 mm masmrg floring with 2H mm cement filer on the fop op the
maronry florring. if the weight of
is 23.5 KN/mb determine the safest uniform load to be added consideving
Hhe fallowing.
the wood is 7.5 kN/m² and the masonry
9 Bending Strees 16.6MPA
b) Shearing stress d.o5 MPa
Defection if the allowoble is 4o0
In c part is L/360
NEED STEP BY STEP ANSWER
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