Maurice Tutor

(5)

$15/per page/Negotiable

About Maurice Tutor

Levels Tought:
Elementary,Middle School,High School,College,University,PHD

Expertise:
Algebra,Applied Sciences See all
Algebra,Applied Sciences,Biology,Calculus,Chemistry,Economics,English,Essay writing,Geography,Geology,Health & Medical,Physics,Science Hide all
Teaching Since: May 2017
Last Sign in: 398 Weeks Ago, 6 Days Ago
Questions Answered: 66690
Tutorials Posted: 66688

Education

  • MCS,PHD
    Argosy University/ Phoniex University/
    Nov-2005 - Oct-2011

Experience

  • Professor
    Phoniex University
    Oct-2001 - Nov-2016

Category > Management Posted 08 Apr 2018 My Price 10.00

CMEP load

Image for Q1: A simply supported reinforced concrete beam with length of 25' is under CMEP load of 10 psf and live load

 

Image for Q1: A simply supported reinforced concrete beam with length of 25' is under CMEP load of 10 psf and live load

Show transcribed image text Q1: A simply supported reinforced concrete beam with length of 25' is under CMEP load of 10 psf and live load of 20 psf. Tributary width of the beam is 10'. The cross-section of the beam is shown below: The beam was constructed using 5000 psi normal weight concrete and Grade 60 reinforcement was used for reinforcing. Determine which loading stage the beam is at (uncrack or cracked-elastic stage). Calculate the stresses in the concrete at top and bottom extreme fibers if the beam is uncrack. If it cracks, find the maximum stresses in both concrete and steel of the beam using transformed area method. Q2: If the live load is 100 psf instead of 20 psf, determine the loading stage of the beam (uncrack or cracked-elastic stage). Calculate the stresses in the concrete at top and bottom extreme fibers if the beam is uncrack. if it cracks, find the maximum stresses in both concrete and steel of the beam using transformed area method.

Answers

(5)
Status NEW Posted 08 Apr 2018 07:04 AM My Price 10.00

Hel-----------lo -----------Sir-----------/Ma-----------dam-----------Tha-----------nk -----------You----------- fo-----------r u-----------sin-----------g o-----------ur -----------web-----------sit-----------e a-----------nd -----------acq-----------uis-----------iti-----------on -----------of -----------my -----------pos-----------ted----------- so-----------lut-----------ion-----------.Pl-----------eas-----------e p-----------ing----------- me----------- on-----------cha-----------t I----------- am----------- on-----------lin-----------e o-----------r i-----------nbo-----------x m-----------e a----------- me-----------ssa-----------ge -----------I w-----------ill----------- be-----------

Not Rated(0)