The document provides calculations for determining the required reinforcement of a concrete beam (balok) with the following information:
- Concrete compressive strength is 20 MPa
- Steel yield strength is 400 MPa
- Beam dimensions are 25cm x 40cm
- Loads include wall weight, floor finish weight, and live loads from balconies
Bending moments are calculated at different points along the beam due to the varying loads. Required steel reinforcement is then determined based on the bending moment values and reinforcement ratios from code tables. Reinforcement amounts are provided for three sections of the beam labeled A-B, B-C, and C-D.
Perkerasan Jalan Raya Lentur dan Kaku, metode Analisis dan Manual
ANGGOTA KELOMPOK :
DHANES PRABASWARA ( I 0112029)
AYU ISMOYO SOFIANA ( I 0113021)
MUHAMMAD BUDI SANTOSO( I 0113080)
RAKE ADIUTO ( I 0113105)
SITI DWI RAHAYU ( I 0113124)
Fantastic tutorial, shared with us by Dario Ilardi, of Grafica2d3d.com, I recommend to see.
The website is in Italian, but it is full of excellent tutorials, understandable in any language.
This great tutorial, explain, step by step, how to obtain, by using vray 2.0 for sketchup, a render, clear and clean as what we see in the picture below.
Dario say : " I'm experimenting with the use of brute force as a substitute of irradiance map and I must say that in terms of speed and quality impressed me positively "
Thanks so much Dario for this one, the result is really good !
Perkerasan Jalan Raya Lentur dan Kaku, metode Analisis dan Manual
ANGGOTA KELOMPOK :
DHANES PRABASWARA ( I 0112029)
AYU ISMOYO SOFIANA ( I 0113021)
MUHAMMAD BUDI SANTOSO( I 0113080)
RAKE ADIUTO ( I 0113105)
SITI DWI RAHAYU ( I 0113124)
Fantastic tutorial, shared with us by Dario Ilardi, of Grafica2d3d.com, I recommend to see.
The website is in Italian, but it is full of excellent tutorials, understandable in any language.
This great tutorial, explain, step by step, how to obtain, by using vray 2.0 for sketchup, a render, clear and clean as what we see in the picture below.
Dario say : " I'm experimenting with the use of brute force as a substitute of irradiance map and I must say that in terms of speed and quality impressed me positively "
Thanks so much Dario for this one, the result is really good !
Gave a talk at StartCon about the future of Growth. I touch on viral marketing / referral marketing, fake news and social media, and marketplaces. Finally, the slides go through future technology platforms and how things might evolve there.
Each technological age has been marked by a shift in how the industrial platform enables companies to rethink their business processes and create wealth. In the talk I argue that we are limiting our view of what this next industrial/digital age can offer because of how we read, measure and through that perceive the world (how we cherry pick data). Companies are locked in metrics and quantitative measures, data that can fit into a spreadsheet. And by that they see the digital transformation merely as an efficiency tool to the fossil fuel age. But we need to stretch further…
Content;
1. Top spherical dome.
2. Top ring beam.
3. Cylindrical wall.
4. Bottom ring beam.
5. Conical dome.
6. Circular ring beam.
The basics of enticing water tank design and the related components are broadly calculated in this document. The next few documents will demonstrate the design of Intze tank members like column, bracing and foundation. Keep following the updates.....
Analysis and Design of Residential building.pptxDP NITHIN
Complete introduction to the design and design concepts, design of structural
members like slabs, beams, columns, footing etc. along with their calculation and
Detailing through structural drawings.
check it out: http://goo.gl/vqNk7m
CADmantra Technologies pvt. Ltd. is a CAD Training institute specilized in producing quality and high standard education and training. We are providing a perfact institute for the students intersted in CAD courses CADmantra is established by a group of engineers to devlop good training system in the field of CAD/CAM/CAE, these courses are widely accepted worldwide.
#catiatraining
#ANSYS #CRE-O
#hypermesh
#Automobileworkshops
#enginedevelopment
#autocad
#sketching
1. 93
100 300 400 400 200 100
200500500400400100200
200250500400500200
400 400 300 100 200200
VOID
VOID
A
B
C
D
1
A
B
B'
C
D
E
F
F'
2 2' 3 4 5 5' 6
1 2 3 4 5 5' 64'
250
2100
E
F
F'
A
B
C
D
E'
3.2.3. Perhitungan Balok
Data yang ada :
Mutu Beton ( f’c ) = 20 Mpa
Mutu Baja ( f’y ) = 400 Mpa (ulir)
Berat Dinding = 2,5 kN/m2
Berat Jenis Beton = 2400 kg/m3
WL = 2 kN/m2
, 3 kN/m2
Penutup = 1 kN/m2
Tinggi dinding = 4 m
2. 94
200 500 400 500 250 250
A B C D E E' F
+
BALOK AS - 3
Dimensi Balok
Diambil bentang terpanjang yaitu 5 m
h =
12
1
=
12
1
. 500 = 41,66 ~ 40 cm
b =
3
2
h =
3
2
. 40 = 26,6 ~ 25 cm
Diambil dimensi balok = 25/40
1. BALOK AS 3 ( A-B)
1. Beban yang bekerja pada plat lantai
Beban mati(WD)
– B.s. plat = 0,12 . 2400 . 1 . 10 = 2880 N/m = 2,88kN/m
– Finishing =100 . 1 . 10 = 1000 N/m = 1,00kN/m
– WD TOTAL = 3,88kN/m
Beban hidup (WL)
– WL untuk balkon = 300 . 1 . 10 = 3,00kN/m
Beban Ultimate (WU) =1,2 (WD)+1,6(WL)
=1,2 (3,88)+1,6(3)
=9,456 kN/m