Je was op zoek naar: shear (Engels - Maleis)

shear
ricih

wind shear
rincihan angin

shear x:
ricik sudut x:

shear stress
tegasan ricih

& shear image...
& ricih imej...

shear magnitude _x
ricih magnitud x:

shear magnitude _y:
ricih magnitud _y:undo-type

shear deformation theory
teori ubah bentuk ricih

punching shear through pipe
ricih tebukan

shear horizontally by %-3.3g
koyak secara melintang sebanyak %-3.3gundo-type

shear tool plugin for digikam
comment=plugin perkakasan memotong untuk digikam

shear actual selection in x-direction
jajarkan ke tengah (mendatar)

elastic modulus (tensile, compressive, shear)
modulus anjal (tegangan, mampatan, shear)

shear tool: shear the layer, selection or path
alat ricih: ricih lapisan, pemilihan atau laluan

shear horizontally by %-3.3g, vertically by %-3.3g
koyak secara melintang sebanyak %-3.3g, menegak sebanyak %-3.3g

skew handle: drag to skew (shear) selection about the opposite handle
pemegang pencong: seret untuk pencong (ricih) pemilihan disekitar pemegang lawantransform handle tip

for slab transfer heights have run from 1400mm to 1800mm. so i'd like to ask for advice and confirm the shear wall wants to start from 600mm or 400mm ..
untuk ketinggian transfer slab telah lari dari 1400mm kepada 1800mm. jadi saya ingin meminta nasihat dan pengesahan shear wall mahu start daripada 600mm atau 400mm..

a reinforced concrete slab or block which interconnects a group of piles and acts as a medium to transmit the load from wall or column to the piles is called a pile cap. the pile cap should normally be rigid so as to distribute the forces equally on the piles of a group. in general it is designed like a footing on soil but with the difference that instead of uniform reaction from the soil, the reactions in this case are concentrated either point loads or distributed. as per is 2911 (part i/ sec 3) -2010, the pile cap may be designed by assuming that the load from column is dispersed at 45˚ from the top of the cap up to the mid depth of the pile cap from the base of the column or pedestal. the reaction from piles may also be taken to be distributed at 45˚ from the edge of the pile, up to the mid depth of the pile cap. on this basis the maximum bending moment and shear forces should be worked out at critical sections.
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