Sustainable Energy
2nd Edition
ISBN: 9781337551663
Author: DUNLAP, Richard A.
Publisher: Cengage,
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Textbook Question
Chapter 8, Problem 8P
Compare the masses and volumes of water, concrete, sand, and wood needed to store 106 Btu of heat if the operating temperatures are Tc = 85°F and Th = 180°F. In each case, calculate the edge length of a square storage unit with a height of 8 ft.
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Please provide a handwritten solution to the question
-K408-50/40-
-840 cm-
-610-
K107-50/40-
K101-25/50
25
-620 cm-
25
N101
(10140)
K103-50/40-
K109-50/40---
K102 25/50
25
620
25
N102
10/40
N103
(1040)
SORU 1: Yan yana derzle ayrılmış bloklardan oluşan bir okulun bir bloğuna ait +3.20 ve +6.40 m kotları kalıp planı verilmiştir. N101,
N102, N103 hacimleri sınıf olarak kullanılacaktır.
Malzeme:C30/37-B500C
Kaplama: mozaik karo
Şantiye denetimi iyi.
Dolgu (asmolen): en hafif gazbeton blok
Duvar: 1 aksi kirişleri ile K104, K105, K110 ve K112 kirişleri üzerinde 25 cm lik dayanımı düşük gaz beton duvar vardır.
a)Döşeme statik ve betonarme hesaplarını yaparak gerekli çizimleri veriniz.
b)Tüm kirişlerin yüklerini hesaplayınız.
A
K105-25/50
B
K106 25/50
K111 50/40
12.5
K110-50/40---
K104-50/40
Boşluk
K112 25/50
12.5
22
Please provide a handwritten solution to the question
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- Please provide a handwritten solution to the questionarrow_forwardPlease provide a handwritten solution to the questionarrow_forward-840 cm- K107-50/32 610- K108-50/32- 2 25 -K103-50/32- N101 (10132) K409-50/32-- 25 K101-25/50 620 cm 257 K102-25/50 25 620 25 N102 Şantiye denetimi iyi. B K105 25/50 - SORU 2: Yan yana derzle ayrılmış bloklardan oluşan bir okulun bir bloğuna ait +3.20 ve +6.40 m kotları kalıp planı verilmiştir. N101, N102, N103 hacimleri sınıf olarak kullanılacaktır. Malzeme:C30/37-B500C Kaplama: mozaik karo fad: 20 fid: 434.78 Dolgu (asmolen): en hafif gazbeton blok Duvar: 1 aksi kirişleri ile K104, K105, K110 ve K112 kirişleri üzerinde 25 cm lik dayanımı düşük gaz beton duvar vardır. a)Döşeme statik ve betonarme hesaplarını yaparak gerekli çizimleri veriniz. b)Tüm kirişlerin yüklerini hesaplayınız. A K110-50/32- K104-50/32- 12.5 K111 50/32 K106 25/50 Boşluk K112 25/50arrow_forward
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