• Tidak ada hasil yang ditemukan

this PDF file Estimating Young’s Modulus and Modulus of Rupture of Coconut Logs using Method | E.T. | Civil Engineering Dimension 1 PB

N/A
N/A
Protected

Academic year: 2018

Membagikan "this PDF file Estimating Young’s Modulus and Modulus of Rupture of Coconut Logs using Method | E.T. | Civil Engineering Dimension 1 PB"

Copied!
8
0
0

Teks penuh

Loading

Gambar

Figure 1a. Disks were cut from the coconut stem; b.  Cubes were cut from the disk; c. Bending test samples were cut from the cube; d
Figure 2. The scatter plot revealing the distribution data of Young’s modulus (E) of the coconut log, at various distances from the log core and at different heights from the stem (log) base; (a) Tree number 1, (b) Tree number 2
Figure 3. The scatterplot revealing the distribution data of distance from the log core and at different heights from the modulus of rupture (SR) of the coconut wood log, at various stem (log) base; (a) Tree number 1, (b) Tree number 2
Table 1. Estimated Young’s modulus of coconut logs cut from 1st and 2nd tree
+4

Referensi

Dokumen terkait

As in progressive collapse phenomenon, the structures tend to deflect extensively, it is esential to consider the full part of the stress-strain relationsips for

2006 the mud flows out continuously and spreads over the surrounding area. It has now covered more than 400 Ha of productive land and has completely immersed many villages.

High water content on the marine clay will caused the marine clay to loose the bond of soil particles and its bearing capacity will decreased.. Thus, excessive settlement

Further analysis indicates that workers in the three projects have different safety culture perceptions, especially on factors of top management commitment, safety rules

control of the parties but which affects cost diffe- rentials significantly is that of prevailing economic or market conditions. Price fluctuations seem a common

Convergence of relative L 2 norm approximation error for the Scordelis-Lo roof function (using the first series of the el-KI options). The figures show that the accuracy

By enhancing the compressed fibers with a steel strip, the prototype girders showed a remarkable increase in flexural strength of about 175% compared with the ordinary wooden

So, due to the importance of these issues, this paper aims to review the influence of rock properties and size to the strength criteria, and then particularly develop