ᴛᴡᴏ ʙᴇᴀᴍꜱ ᴀᴄ ᴀɴᴅ ʙᴅ ᴀʀᴇ ꜱᴜᴘᴘᴏʀᴛᴇᴅ ᴀꜱ ꜱʜᴏᴡɴ ɪɴ ꜰɪɢᴜʀᴇ 2. ᴀ ʀᴏʟʟᴇʀ ꜰɪᴛꜱ ꜱɴᴜɢʟʏ ʙᴇᴛᴡᴇᴇɴ ᴛʜᴇ ᴛᴡᴏ ʙᴇᴀᴍꜱ ᴀᴛ ᴘᴏɪɴᴛ ʙ. ᴛʜᴇ ᴄʀᴏꜱꜱ ꜱᴇᴄᴛɪᴏɴ ᴏꜰ ʙᴇᴀᴍ ᴀʙᴄ ɪꜱ ᴀʟꜱᴏ ꜱʜᴏᴡɴ. ᴀ. ᴅʀᴀᴡ ᴛʜᴇ ꜱʜᴇᴀʀ ᴀɴᴅ ᴍᴏᴍᴇɴᴛ ᴅɪᴀɢʀᴀᴍꜱ ᴏꜰ ʙᴇᴀᴍꜱ ʙᴅ ᴀɴᴅ ᴀʙᴄ. ʟᴀʙᴇʟ ᴛʜᴇ ꜱɪɢɴɪꜰɪᴄᴀɴᴛ ᴍᴀɢɴɪᴛᴜᴅᴇꜱ ᴀɴᴅ ʟᴏᴄᴀᴛɪᴏɴꜱ ᴏꜰ ꜱʜᴇᴀʀɪɴɢ ꜰᴏʀᴄᴇ ᴠ ᴀɴᴅ ʙᴇɴᴅɪɴɢ ᴍᴏᴍᴇɴᴛ ᴍ, ᴇꜱᴘᴇᴄɪᴀʟʟʏ ᴠᴍᴀx ᴀɴᴅ ᴍᴍᴀx. ʙ. ꜱᴘᴇᴄɪꜰʏ ᴛʜᴇ ʀᴇᴄᴛᴀɴɢᴜʟᴀʀ ᴍᴏᴍᴇɴᴛ ᴏꜰ ɪɴᴇʀᴛɪᴀ ᴏꜰ ʙᴇᴀᴍ ᴀʙᴄ. ᴄ. ᴄᴏᴍᴘᴜᴛᴇ ᴛʜᴇ ᴍᴀxɪᴍᴜᴍ ʙᴇɴᴅɪɴɢ ꜱᴛʀᴇꜱꜱ ᴏꜰ ʙᴇᴀᴍ ᴀʙᴄ.

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.