I. Design a reinforced concrete beam to carry a service dead load of 6kN/m (including its own weight) and a concentrated service live load of P kN acting at the center of the beam. Simple span is L m. Use fc = 28MPa, fy = 276MPa, b = d/2 L = number of letters of your family name P = number of letters of your family name times 5kN

I. Design a reinforced concrete beam to carry a service dead load of 6kN/m (including its own weight) and a concentrated service live load of P kN acting at the center of the beam. Simple span is L m. Use fc = 28MPa, fy = 276MPa, b = d/2 L = number of letters of your family name P = number of letters of your family name times 5kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Please answer with complete details. Thank you.
Please answer with complete details. Thank you. wdl = 6x10 = 60kN/m P = 10x5 = 50kN
A Assignment 1 @p=1.5 k/ft @=2.0 k/ft 20 ft f=5,000 psi f₂ = 60,000 psi Including beam weight B PD=5 k P₁= 8 k 8 ft h Design Beam ABC: The beam carries the concentrated loads at the end of the overhang and the distributed loads across the span as shown
H.W1 : An 2.44 m span cantilever beam has a rectangular section and reinforcement as shown in Figure. The beam carries a dead load including its own weight of 2 kN.m and a live load of 1.22 kN.m. Using fy = 414 MPa and f. = 27.58 MPa , check if the beam is safe to cary the above loads. 3 # 7 2.44 m 200 mm 460 mm 396 mm
A simply supported rectangular beam of length 6.45m has a width of 390.5mm and an effective depth of610.5mm. The beam is to be reinforced using 12 ?? bars. The beam supports service dead loads ofWd = 13.5kN/m and WL = 35.5kN/m. f'c = 28Mpa and fy=420 MPa Given: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m 1. Calculate the ultimate moment capacity of the beam.2. Calculate the height of the equivalent stress block.3. Determine the number of bars required for this beam.
Design a simply supported rectangular reinforced concrete beam for the span and service loads shown. Use fc' = 3000 psi and fy = 60,000 psi. 8 kips DL 10 kips LL 0.5 kip/ft LL and 0.3 kip/ft DL (excludes beam weight) -9'-0"- -11'-0"- Assume that the beam is to be extended to overhang the right support by 10 ft. The uniform load also extends to the end of the overhang.
Use LRFD and determine the flange and web dimensions for a plate girder of the type shown in Figure for the following conditions: ●● Span length =50 ft. ●● Girder is simply supported with lateral bracing at 12 ft-6 in. intervals. ●● Superimposed service dead load = 0.5 kips/ft (does not include the girder weight). ●● Concentrated service live load =130 kips applied at midspan. ●● Steel is A572 Grade 50. Select the flange and web dimensions so that intermediate stiffeners are not required. Assume that a bearing stiffener will be used at the concentrated load.
Please answer with complete details. Thank you. L1 = 6 P = 6x20 = 120
Please answer with complete detailed solution. Thank you. wll = 6x10 = 60kN/m wdl = 6x5 = 30kN/m
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Subject: Reinforced concrete Design- Civil Engineering A rectangular beam has a width of 300mm and an effective depth pf 537.50mm to the centroid of tension steel bars. Tension reinforcements consists of 6-28mm bars in two rows, compression reinforcement consists of 2-22mm bars, fc' = 27.6MPa, fy = 414.7MPa, d'=60mm.The moment capacity of beam is _kN.m Choices: A. 622kN.m B. 422kN.m C. 956kN.m D. 861kN.m